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Issued to M/s: __________________

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Issued By : _____________________

Table of Content Page 1 of 1

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No. Description 1. INTRODUCTION 2. ISSUANCE OF BIDDING DOCUMENTS 3. RECEIPT & OPENING OF BIDS 4. PRELIMINARY EXAMINATION OF BIDS 5. DETAILED EXAMINATION OF BIDS 6. DETERMINATION OF AWARD

• ANNEXURE - A COPY OF NEWS CLIP

ANNEXURES / TABLES

• ANNEXURE - B EMPLOYER’s LETTER FOR FORWARDING BID TO OCL

• ANNEXURE - C BID OPENING STATEMENT

• ANNEXURE - D TECHNICAL BIDS EVALUATION STATEMENT

• APPENDIX - II (Table-5) RESULTS OF PRELIMINARY EXAMINATION

• APPENDIX - II (Table-6) CORRECTION AND UNCONDITIONAL DISCOUNTS

• APPENDIX - II (Table-7) ADDITIONS, ADJUSTMENTS AND PRICED DEVIATIONS

• APPENDIX - II (Table-8) PROPOSED CONTRACT AWARD

• ANNEXURE - E BIDS COMPARATIVE STATEMENT

BBIIDDSS EEVVAALLUUAATTIIOONN RREEPPOORRTT

Bids Evaluation Report FIEDMC

Allied Water Works of Phase 1-B Page 1 of 6

Osmani & Company (Pvt.) Ltd., Consulting Engineers - Architects - Planners

FFAAIISSAALLAABBAADD IINNDDUUSSTTRRIIAALL EESSTTAATTEE DDEEVVEELLOOPPMMEENNTT && MMAANNAAGGEEMMEENNTT CCOOMMPPAANNYY

1. INTRODUCTION

FINANCIAL BIDS EVALUATION REPORT NAME OF WORK : ALLIED WATER STORAGE & FIRE STATION DEVELOPMENT WORKS

FOR PHASE 1B AT M-3 INDUSTRIAL CITY, NEAR SAHIANWALA INTERCHANGE M-3 MOTORWAY, FAISALABAD

EMPLOYER : FAISALABAD INDUSTRIAL ESTATE DEVELOPMENT &

MANAGEMENT COMPANY, FAISALABAD CONTRACT NO. : FIC - 024 CONSULTANTS : OSMANI & CO. (PVT.) LTD. CONSULTING ENGINEERS

FIEDMC has been established by the Government of Punjab on the basis of Public Private Partnership to achieve orderly, planned and rapid industrialization. The main objective is to develop a chain of new industrial estates alongwith upgrading the existing ones in a dynamic and innovative manner and providing solutions to the problems of prospective entrepreneurs. Infrastructure Development of M3IC is in progress and as a part of this development, FIEDMC is establishing a modern industrial city known as M-3 INDUSTRIAL CITY (formerly FAISALABAD INDUSTRIAL CITY) spread over an area of 3365 Acres on the intersection of Sahianwala interchange on Motorway M-3, 90 minutes drive from Lahore and about 2 hours from Rawalpindi-Islamabad. FIEDMC invited bids on Single Stage-Two Envelope System as per Rule 38(2)(a) of Punjab Procurement Rules 2014 for Allied Water Storage & Fire Station Development Works for Phase 1B at M-3 Industrial City, Near Sahianwala Interchange M-3 Motorway, Faisalabad. This report is the Evaluation Report for Financial Bids received for the same.

2. ISSUANCE OF BIDDING DOCUMENTS

Invitation to Bidder was published in National Press (copy of advertisement is attached as Annexure-A) for Allied Water Storage & Fire Station Development Works for Phase 1B at M-3 Industrial City, Near Sahianwala Interchange M-3 Motorway, Faisalabad on the basis of Single Stage-Two Envelope bidding procedure comprising of Technical and Financial proposals as per following schedule: • Submission of Bids 22 June, 2015 up to 1500 hours • Opening of Technical Bids 22 June, 2015 up to 1530 hours • Opening of Financial Bids 03 September, 2015 up to 1530 hours

(Only technically qualified bidders)

3. RECEIPT & OPENING OF BIDS

As per record, 13 bidders purchased the bidding documents while 06 bidders attended the pre-bid meeting on 09/06/2015. Out of 13 bidders who purchased the bidding document only 05 bidders submitted the bid. The Technical Bids of the Five (05) Bidders were received and were opened on 22 June, 2015 by FIEDMC specified committee as per




requirements of Rule 38(2)(a)(iii), while Financial Proposals/ Bids of the bidders were retained by FIEDMC without being opened as per 38(2)(a)(vi) of Punjab PPRA Rules 2014. After the Evaluation of Technical Bid (copy of result attached as Annexure-D), following bidders were declared as qualified:- 1. M/s. NLC Engineers 2. M/s. QAP Engineers

The Financial Bid of the Technically qualified bidders was publically opened on 03 September, 2015 in accordance with rule 38(2)(a)(iv) & (iv) after notifying all the bidders of the outcome of the Technical Bids Evaluation and informing the qualified bidders of the Financial Bid opening in advance. The Bid Securities were submitted by the bidders alongwith Technical Proposals (one of the responsiveness requirement) and as such were considered during Technical Evaluation process.

FIEDMC vide letter No. 03/03/FIC-014/2015/364 dated July 01, 2015 (copy attached at Annexure-B) forwarded Original Financial Bid of technically qualified bidders for evaluation. FIEDMC also forwarded Financial Bids Opening Statement alongwith the bids. The Bid Securities were a part of the Technical Proposal Envelope and as such are with FIEDMC, as such this report does not scrutinize the bid security aspects. It is therefore advised that bid securities may be checked carefully by the Employer regarding their acceptability and their verification from issuing entity (Banks or Insurance companies) may be taken. Bid Opening record is attached at Annexure - C.

4. PRELIMINARY EXAMINATION OF BIDS

On receipt of Financial Bid from FIEDMC on 05/09/15, the Consultants carried out the Preliminary Examination as per standard “Procedures for Evaluation of Bids” as follows:-

a). Verification b). Eligibility c). Bid security d). Completeness of bid e). Substantial responsiveness f). Acceptance for detailed examination The results of Preliminary Examination are presented at Appendix-II, Table-5 “Results of Preliminary Examination.

5. DETAILED EXAMINATION OF BIDS

A. Correction of Errors

On receipt of the Bid from FIEDMC on 05/09/15, the Consultants carried-out Detailed Arithmetical Check of the BOQs of all the bids. Following Table-1 exhibits the status.




Sr. No. Name of Bidder

Quoted Amount of Bids

(Rs.)

Corrected Amount

(Rs.) Remarks

1 M/s. QAP Engineers 251,807,307* 216,507,034 1st Lowest 2 M/s. NLC Engineers 270,606,548** 235,608,751 2nd Lowest

* Quoted rates are inclusive of offered rebate of 1.50% + provisional sum. ** Quoted rates are inclusive of provisional sum The methodology for correction of Arithmetical Errors is adopted as described in IB. 27 of the Bidding Documents.

B. Bid Security The Bid Securities were submitted by the Bidders, in the Technical Proposal Envelope and the same were retained by FIEDMC. Advice on Bid Security aspects is given in Para-3 above.

C. Correction for Provisional Sum Not Applicable

D. Modification and Discounts

• M/s. QAP Engineers

The bidder has offered 1.50% rebate on their quoted rates / amount in the letter dated 06/08/2015. The bid amount, as opened, announced and recorded in the bid opening statement is inclusive of this 1.50% rebate on quoted rate which has been incorporated in the evaluation process. This application of the rebate does not alter the financial positions of the two bidders.

E. Additions

Not Applicable

F. Adjustment

Not Applicable

G. Minor Deviations The detailed checking of the bids revealed that minor deviations as follows, have been made by the bidders:- i). M/s. QAP Engineers

• In the rates quoted for item 35 of UG Tank works and Item 6a of Pump Room

UG Mechanical Works, there are ambiguities in figures and words, while line total has been calculated taking unit rates in words. As there are discrepancy between the quoted rates in figure and word, corrections have been made as per Clause IB-27.1 (a) of “Instruction to Bidders”, i.e. “where there is a discrepancy between the amounts in figures and in words, the amount in words will govern”.

• Cuttings/ Overwriting have been found which are signed and stamped.




ii). M/s. NLC Engineers • Cuttings/ Overwriting have been found which are signed and stamped. • Rates in words columns not filled

6. EVALUATION AND REASONBILITY OF RATES The Engineer’s Estimate for this work was of Rs. 210,263,156/-, whereas the Financial Bid of the lowest bidder (including 1.50% rebate) is 2.97% higher the engineer estimate whose details are given below. The overall Bids status of the Bidders is as follows:-

Sr. No. Name of Bidder

Financial Bid Amount

(Rs.)

% above/ below the Estimate

Remarks

1 M/s. QAP Engineers 216,507,034 (+) 2.97% 1st Lowest 2 M/s. NLC Engineers 235,608,751 (+) 12.05% 2nd Lowest

7. DETERMINATION OF AWARD

As per PEC specified requirements, before arriving at a decision of award Table 7 of Appendix-II has been completed for the lowest evaluated Bidder and award of work is to be considered by FIEDMC.

a). Cross-Discounts

Not Applicable.

b). Qualification

Qualification of the bidders has been checked in “Annexure-II, Table-5 “Results of Preliminary Examination.

c). Proposed Contract Award i). M/s. QAP Engineers has been determined as the lowest responsive and qualified

bidder. The lowest bidder after comparison with the Engineer’s Estimate has been found to be 2.97% higher than the Engineer’s Estimate.

ii). The overall bid of M/s. QAP Engineer is on slightly higher side in comparison with Engineer’s Estimates. However, some of items quoted are on very high while some are on very low side, significant of them as following:

BOQ Item

Short Description Qty. Engineer’s Estimate Quoted Rate Difference

Rate Amount Rate Amount In Amount In % ABNORMALLY HIGH RATES ITEMS 1MG UG Tank Civil

1 Earthwork excavation ….

0 ft. to 7.0 ft. depth 85,542 3.56 304,542 35.00 2,993,970 2,689,428 883.10%

7.1 ft. to 15 ft. depth 38,736 5.96 230,954 45.00 1,743,120 1,512,166 654.75%

7 P & L reinforced cement concrete…… (Nominal mix 1:1:2, having minimum 22,113 303.05 6,701,345 415.00 9,176,895 2,475,550 36.94%




BOQ Item

Short Description Qty. Engineer’s Estimate Quoted Rate Difference

Rate Amount Rate Amount In Amount In % compressive cylindrical strength 4000 Psi @ 28 days).

18 Providing and laying soling stones, minimum size 230mm ……. 15,865 60.00 951,900 130.00 2,062,450 1,110,550 116.67%

19 Add extra for providing and mixing pudlo ….. 26,021 35.00 910,735 78.00 2,029,638 1,118,903 122.86%

Over Head Tank 12 P & L

reinforced cement concrete…

f) From 21 m upto 24 m height 3,407 426.00

1,451,385 1,200 4,088,400

2,637,015 181.69%

g) From 24 m upto 27 m height 2,107 435.77

918,165 1,400 2,949,800

2,031,635 221.27%

Boundary Wall 9 Pacca brick

work in ground floor.. 10,093 176.17

1,778,084 290.00 2,926,970 1,148,886 64.61%

Total High Rates 13,247,110 27,971,243 14,724,133 111.15%

ABNORMALLY LOW RATES ITEMS

Pump Room U.G-Mechanical 8 Supply Surge

Relief Valve & Fixing in position ….

a) Surge Relief Valve 12" Dia 1 2,500,000

2,500,000 200,000 200,000 (2,300,000) -92.00%

TW-Pump Room-Civil 9 Fabrication of

mild steel reinforcement ….. ('c) Deformed bars (Grade-60) 31,800 119.82

3,810,340 70.00 2,226,000 (1,584,340) -41.58%

Boundary Wall 7 P & L

reinforced cement concrete ……. (nominal mix 1: 1½: 3) 44,196 320.30 14,155,979 125.00 5,524,500 (8,631,479) -60.97%

Total Low Rates 20,466,319 7,950,500 (12,515,819) -61.15%

Grand Total 33,713,429 35,921,743 2,208,314 6.55%

iii). The Bidder may therefore be asked (in the event of Employer’s decision of award of

work to the said bidder) to give an undertaking that the above low rates items as well as low rates of Pipes & fitting will be procured & executed strictly as per specifications and approval of the Employer/ Engineer and that these items will be procured from the approved manufacturer if the source on which bid rates are based is not found acceptable to Employer/ Engineer.

iv). Based on the above, the award of work may be considered in favour of the lowest

Bidder M/s. QAP Engineer on the corrected amount of Rs. 216,507,034/- (inclusive of the 1.50% rebate offered on the separate letter) which is 2.97% higher than the




Engineer’s Estimate) with a clear policy decision by the Employer regarding item mentioned in sub-para (ii) & (iii) above.

v). Alternately, if the justification/ undertaking from the bidder is not received or is not

acceptable to the Employer, Rule 35 of PPRA Rule 2014 may be invoked regarding rejection of the bids and re-bidding for the work under Rule 36 of PPRA Rule 2014.

vi). The original Financial Bids of the two bidders are returned herewith as received.

vii). The above recommendation is based on documents provided to the Consultants and fair assessment by the Consultants and therefore is strictly without prejudice, and is subject to meeting with the applicable rules, regulations of Government of Punjab including Punjab Procurement Rules 2014 and approval by the Competent Authority.

AANNNNEEXXUURREE –– AA

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AANNNNEEXXUURREE –– BB

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Osmani & Company (Pvt.) Ltd. · House # 245/2-K, Block-6 PECHS, Karachi.

Ref: 03/03/FIC,014/2015/364 July 01, 2015

Subject: Allied Water Storage and Fire Station Development Works for Phase-1B at M-3

'Industrlal City, Near Sahlanwala Interchange M-3 Motorway, Falsalabad

Contract No, FIC-024

Evaluation of Priced Bids

· Dear Sir,

Priced Bid for the subject Works opened on 03.09.2015 and the originals are enclosed herewith together with Opening of Priced Bid statement. It is requested that the same rnayplease be evaluated at the earliest~ ..

Sincerely,

f«FaISalabad.lndustl5Lfia Estate Development & Management Company

~~ . U-. ' . . . .

Engr, Muhammad Arshad Sen·lor Manager (Contracts)

End: Original Priced Bid of MIS Engineers NLC (one book) Original Priced Bid of MIS QAP Engineers (one book) + copy of rebate offer at bid FIC·024

Copy of Piiced Bid Opening Statement

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REDMC, 1" Floor, FCCI Complex, Canal Park, East Canal Road, Faisalabad Tel: 041-111~343;362, 041-9230231-4 Fax: 041-9230235 Emall:[email protected]: www.fiedmc.com.pk .

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ENTANDMANAGEMENT COMPANY

Allied Water Storage & Fire Station at Phase-IBat M3Industriai City, near sahianwala Interchange M3 MotorwaYr Faisalabad

Sr • .

No. Name of Bidder

1 . IM/s. Engineers NlC

2 I M/~. OAP EngTneers

••

Bid Price . (Rs.)

Annouced

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CONTRACT No. FIC~024

OPENING·OF PRICED BIDS

Discount . (ifanv)

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(Rs.) After DIscount

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BIDS EVALUATION REPORT FIEDMC

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Osmani & Company (Pvt.) Ltd., Consulting Engineers – Architects – Planners

Annex-II Table-5

RESULTS OF PRELIMINARY EXAMINATION

Bidder

(a)

Verification

(b)

Eligibility

(c)

Bid Security

(d)

Completeness of Bid

(e)

Substantial Responsiveness

(f)

Acceptance for Detailed Examination

(g) M/s. QAP Engineers Y Y Y* Y** Y Y M/s. NLC Engineers Y Y Y* Y** Y Y***

* The Bid Security was submitted by the bidder alongwith Technical Proposals (one of the responsiveness requirement) and as such was

considered during Technical Evaluation process. ** Only Financial Bid consisting of Letter of Price Bid, Appendix-C to Bid, Filled BOQ and Appendix-J to Bid, was submitted. Minor alteration has been in BOQ items 3 & 4 of Pump Room Civil Works by M/s. NLC. *** Although M/s. NLC has made minor alteration in BOQ nomenclature therefore the bidder has conditionally accepted for detailed

examination.


[


Annex-II Table-6

CORRECTIONS AND UNCONDITIONAL DISCOUNTS

As per PEC requirements only bids accepted as a result of Preliminary Examination (Table 5, column g) are included in this and subsequent tables.

Bidder

(a)

Read-Out Bid Price(s) Corrections

Corrected Bid Price(s)

(f)=[(b)+(d)]-(e)

Unconditional Discounts

Corrected/ Discounted Bid Price(s)

(i) = (f) - (h)

Amount

(b)

Currency(ies) (if FE also

demanded) (c)

Computational Errors

(d)

Provisional Sums

(e)

Percent

(g)

Amount

(h)

M/s. QAP Engineers 255,108,941 (without rebate) - (-) 304,846 35,000,000 219,804,095

(without rebate) 1.5% 3,297,061 216,507,034 251,807,307 (with rebate)

M/s. NLC Engineers 270,606,548 - (+) 2,203 35,000,000 235,608,751 - - 235,608,751


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Annex-II

Table-7 ADDITIONS, ADJUSTMENTS AND PRICED DEVIATIONS

Bidder

(a)

Corrected /

Discounted Bid Price

(b)

Additions

(c)

Adjustments

(d)

Priced

Deviations

(e)

Total Price

(f) = (b) + (c) +

(d) + (e)

M/s. QAP Engineers 216,507,034 - - - 216,507,034

M/s. NLC Engineers 235,608,751 - - - 235,608,751



Annex-II

Table-8 PROPOSED CONTRACT AWARD

1. Lowest evaluated responsive bidder (proposed for contract award)

a). Name

b). Address

M/s. QAP Engineers

2. If bid from joint venture, list all partners, nationalities, and estimated shares of contract.

Not Applicable

3. Estimated date (month, year) of contract signing

_____________________________ (To be specified by FIEDMC)

4. Estimated Completion Period 14 Months Amount(s) 5. Bid Price(s) (Read-out) without rebate 255,108,941 6. Corrections for Errors (-) 304,846 7. Discounts 1.5% 3,297,061 8. Other Adjustments Less: P.Sum 35,000,000 9. Proposed Award 216,507,034

Notes :

1. M/s. QAP Engineers has been determined as the lowest responsive and qualified bidder. The lowest bidder after comparison with the Engineer’s Estimate has been found to be 2.97% higher than the Engineer’s Estimate.

2. The overall bid of M/s. QAP Engineer is on slightly higher side in comparison with Engineer’s

Estimates. However, some of items quoted are on very high while some are on very low side, significant of them as following: BOQ Item Short Description Qty. Engineer’s Estimate Quoted Rate Difference

Rate Amount Rate Amount In Amount In % ABNORMALLY HIGH RATES ITEMS 1MG UG Tank Civil

1 Earthwork excavation …. 0 ft. to 7.0 ft. depth 85,542 3.56 304,542 35.00 2,993,970 2,689,428 883.10%

7.1 ft. to 15 ft. depth 38,736 5.96 230,954 45.00 1,743,120 1,512,166 654.75% 7 P & L reinforced cement

concrete…… (Nominal mix 1:1:2, having minimum compressive cylindrical strength 4000 Psi @ 28 days). 22,113 303.05 6,701,345 415.00 9,176,895 2,475,550 36.94%

18 Providing and laying soling stones, minimum size 230mm ……. 15,865 60.00 951,900 130.00 2,062,450 1,110,550 116.67%

19 Add extra for providing and mixing pudlo ….. 26,021 35.00 910,735 78.00 2,029,638 1,118,903 122.86%

Over Head Tank 12 P & L reinforced cement

concrete… f) From 21 m upto 24 m

height 3,407 426.00

1,451,385 1,200 4,088,400 2,637,015 181.69% g) From 24 m upto 27 m

height 2,107 435.77

918,165 1,400 2,949,800 2,031,635 221.27% Boundary Wall

9 Pacca brick work in ground floor…. 10,093 176.17

1,778,084 290.00 2,926,970 1,148,886 64.61%

Total High Rates 13,247,110 27,971,243 14,724,133 111.15%



BOQ Item Short Description Qty. Engineer’s Estimate Quoted Rate Difference

Rate Amount Rate Amount In Amount In % ABNORMALLY LOW RATES ITEMS

Pump Room U.G-Mechanical 8 Supply Surge Relief

Valve & Fixing in position ….

a) Surge Relief Valve 12" Dia 1 2,500,000

2,500,000 200,000 200,000 (2,300,000) -92.00%

TW-Pump Room-Civil 9 Fabrication of mild steel

reinforcement ….. ('c) Deformed bars (Grade-60) 31,800 119.82

3,810,340 70.00 2,226,000 (1,584,340) -41.58%

Boundary Wall 7 P & L reinforced cement

concrete ……. (nominal mix 1: 1½: 3) 44,196 320.30 14,155,979 125.00 5,524,500 (8,631,479) -60.97%

Total Low Rates 20,466,319 7,950,500 (12,515,819) -61.15%

Grand Total 33,713,429 35,921,743 2,208,314 6.55%

3. The Bidder may therefore be asked (in the event of Employer’s decision of award of work to the

said bidder) to give an undertaking that the above low rates items as well as low rates of Pipes & fitting will be procured & executed strictly as per specifications and approval of the Employer/ Engineer and that these items will be procured from the approved manufacturer if the source on which bid rates are based is not found acceptable to Employer/ Engineer.

4. Based on the above, the award of work may be considered in favour of the lowest Bidder M/s. QAP Engineer on the corrected amount of Rs. 216,507,034/- (inclusive of the 1.50% rebate offered on the separate letter) which is 2.97% higher than the Engineer’s Estimate) with a clear policy decision by the Employer regarding item mentioned in sub-para (ii) & (iii) above.

5. Alternately, if the justification/ undertaking from the bidder is not received or is not acceptable to the Employer, Rule 35 of PPRA Rule 2014 may be invoked regarding rejection of the bids and re-bidding for the work under Rule 36 of PPRA Rule 2014.

6. The original Financial Bids of the two bidders are returned herewith as received.

7. The above recommendation is based on documents provided to the Consultants and fair assessment by the Consultants and therefore is strictly without prejudice, and is subject to meeting with the applicable rules, regulations of Government of Punjab including Punjab Procurement Rules 2014 and approval by the Competent Authority.

AANNNNEEXXUURREE -- DD

TTEECCHHNNIICCAALL BBIIDDSS EEVVAALLUUAATTIIOONN SSTTAATTEEMMEENNTT

Technical Bid - II

SUBJECT : ALLIED WATER STORAGE & FIRE STATION DEVELOPMENT WORKS FOR PHASE 1B AT M3 INDUSTRIAL CITY, NEAR SAHIANWALA INTERCHANGE M3 MOTORWAY, FAISALABAD

Registration with PEC in Category C-3 and above,

Specialized in CE-09 &

CE-10

Bid Security (Rs. 07 M)(YES / NO)

Documentary evidence of the year of

establishment of the firm(YES / NO)

Affidavit on Stamp paper

Rs. 100/- (notarized) of

not Black Listed

(YES / NO)

Litigation History or

Affidavit on Stamp paper if

no Litigation(YES / NO)

REMARKS

Overall Experience 05 project of 200 Million

& above (last 05 years)

(05 Points)

Specific Exp. of the

firm completed

03 project of 150 Million

& above (30 Points)

Specific Exp. of the firm in hand 03 project of 150 Million

& above (15 Points)

Points Obtained

(a)50 Points

min 25 points req.

(50% in each catag.)

CV of the Proposed

PM (02 Points)

List of Engineers and with

10 years or more exp.(06 Points)

List of Engineers and with less than 10 years

exp.(02 Points)

List of machinery

and equipment with proof of o'ship

(10 Points)

Points Obtained

(b)20 Points

min 10 points req.


Audit Reports of the firm for

last 03 years

(03 Points)

Banker Credit Limit of last 12 months

(02 Points)

Average Annual

Turnover for last 03

years (15 Points)

Work load Capacity/ Current Contract

commitment

(10 Points)

Points Obtained

(c)30 Points

min 15 points req.


1 M/s. QAP Engineers Y Y Y Y Y ELIGIBLE 5 20 10 35 2 3 2 10 17 3 - 15 - 18 70 PASS PASS

2 M/s. Syed Engineering Co. Y Y Y Y* Y* CONDITIONAL ELIGIBLE 3.5 - - 4 2 1.5 - 10 14 3 2 9 - 14 31 FAIL FAIL

3 M/s. MEC Engineering Co. - - - - - NOT ELIGIBLE - - - - - - - - - - - FAIL

4 M/s. NLC Y Y Y Y Y ELIGIBLE 2 10 15 27 - 6 2 10 18 3 - 15 10 28 73 PASS PASS

5 M/s. Campaigner Associates Y Y Y Y* Y* CONDITIONAL ELIGIBLE 5 - - 5 1 4.5 - 10 16 3 - 15 2 20 41 FAIL

.

A). M/s. QAP Engineersi). Pro-rata points given for Overall Exp. of the firm.ii). Some of projects whose detail of works are not cleared, but considered, as name of work for specific projects are cleared.iii). List showing of Engineers' details but few CVs submitted rest are PEC certificate attached, therefore only those considered whose CVs intact with list of Engineers submitted.

B). M/s. Syed Engineering Co.i). 1 affidavit of Rs. 50/- submitted for Non-Blacklisting and No Litigation, Employer is required to ask the Contractor to submit individual affidavits duly notarized on Rs. 100/-.ii). No relevant work experience found as required in Evaluation Criteria of Bid Documents. Pro-rata points given for Overall Exp. of the firm.iii). List showing of Engineers' details but few CVs submitted which are not in list, therefore only those considered whose CVs showing PEC Nos. and current employement with bidder.iv). Machinery list submitted but no proof of ownership attached therefore check from Audit Reports

C). M/s. MEC Engineering Co.i). The Bidder has submitted the profiles of two other firms i.e. M/s. Allahdad Khan & M/s. ESS ESS Associates, as per Clause 11.2 of Bidding Data Sheet "Joint Ventures are not allowed for the project". Therefore the Bid is not considered.

D). M/s. NLCi). For overall exp. of the the firm bidder has shown 4 projects but only completion certificate attached, therefore 50% marked given for each project.

E). M/s. Campaigner Associatesi). 1 affidavit of Rs. 100/- submitted for Non-Blacklisting and No Litigation.ii). No relevant work experience found. Pro-rata points given for Overall Exp. of the firm.iii). Only list of Engineers' attached with submission of CVs only, iv). Machinery list submitted but no proof of ownership attached therefore check from Audit Reports

OVER ALL RESULT

(achieving 70 Marks

out of 100)PASS / FAIL

Remark

RESPONSIVENESS EXPERIENCE PERSONNEL & EQUIPMENT CAPABILITY FINANCIAL SOUNDNESS CAPABILITY

FAISALABAD INDUSTRIAL ESTATE DEVELOPMENT & MANAGEMENT COMPANY

STATEMENT OF TECHNICAL BIDS

No. CONTRACTORS

MANDATORY REQUIREMENTS QUALIFICATION REQUIREMENTSTotal Points Obtained (At

least 70 point

required to qualify) (a+b+c)

(100 Points)

AANNNNEEXXUURREE -- EE

BBIIDDSS CCOOMMPPAARRAATTIIVVEE SSTTAATTEEMMEENNTT

Osmani & Co. (Pvt.) Ltd.Consulting Engineers - Architect - Planners

Grand Summary Page 1 of 1

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : Faisalabad

Dif. % Amount (Rs.) Dif. %

A Construction of RCC. U.G Tank, Pump Room, Installation of Tube Wells 124,600,773 13.93% 132,121,839 6.04%

B Construction of Fire Station Building 21,084,839 18.81% 29,670,229 40.72%

C External Works 64,577,544 -18.24% 73,816,683 14.31%

210,263,156 4.54% 235,608,751 12.05%

- 1.50% 3,297,061 - - -

210,263,156 2.97% 235,608,751 12.05%

10,513,158 - - -

220,776,313 -1.93% 235,608,751 6.72%

- - 35,000,000 -

220,776,313 13.92% 270,608,751 22.57%

M/s. NLC Engineers

COMPARATIVE STATEMENT

GRAND SUMMARY

Sub Total (Rs.)

Total (Rs.) 216,507,034

Less : Rebate

Total (Rs.) 216,507,034

Grand Total (Rs.)

M/s. QAP EngineersAmount (Rs.)

141,953,977

25,049,898

52,800,220

219,804,095

251,507,034

-

35,000,000

Add 5% for Unforseen

Sub Head Description Amount (Rs.)

Add : Provisional Sum


Summary - Allied W.S SystemPage 1 of 1


Amount (Rs.) Dif. % Amount (Rs.) Dif. %

A (i) Construction of 1 MG RCC UG Water Tank 51,167,167 65,618,471 28.24% 72,606,827 41.90%

A (ii) Pump Room - For UG Tank 16,269,213 13,482,635 -17.13% 10,808,954 -33.56%

A (iii) Operator Room 3,703,530 4,454,998 20.29% 4,561,053 23.15%

A (iv) Installation of Tube Wells alongwith Construction of Pump Rooms 32,980,220 30,000,001 -9.04% 22,245,582 -32.55%

A (v) Over Head Tank (1 Lac Gallons) 20,480,643 28,397,872 38.66% 21,899,423 6.93%

124,600,773 141,953,977 13.93% 132,121,839 6.04%Total (Rs.)


SUMMARY

Sub Head Description Amount (Rs.) M/s. QAP Engineers M/s. NLC Engineers

A - Construction of RCC. U.G Tank, Pump Room, Installation of Tube Wells


Comparative-1MG UG Tank CivilPage 1 of 8

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of 1.00 MG UG Tank - Civil & Mechanical Works

Sr. No Perticulars Qty Unit Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

A (i) - Construction of 1 MG RCC UG Water TankNote:

(i)Fairface steel formwork is to be used in all the items of R.C.C /as per the direction of the Engineer.

(ii) SR Cement is to be used in all items of cement concrete incontact with earth.

(iii) Excavation of trenches for foundation of building, laying ofsewer lines, Water supply lines or Storm Water Drains will becarried out as per the drawings and specification. Payment oftrench volume will be paid strictly as per the drawings andspecifications.The work of trench excavation consist of furnishing all plant,labour, equipment, appliances and materials etc. The water pumped and drained from trenches shall bedisposed off in a manner approved by the Engineer. Thecontractor shall build all temporary drains and do ditchingrequired in this connection and shall also take necessary pre-cautions against flooding at no extra cost.

(iv) The excavated trenches will be backfilled in layers notexceeding 6" (compacted) and will be compacted upto 90% ofmodified AASHTO except the portions under road crossings.The compaction of backfilling will be carried out upto 95%modified AASHTO in portions under road/ crossings.

(v) The Contractor should ensure that there is no standing water inthe trenches during operation of the work i.e concreting orlaying of pipes.


ENGINEER'S ESTIMATE M/s. QAP Engineers M/s. NLC Engineers




Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)


(vi) The contractor should submit the methodology of dewatering ofwater from trenches for approval of the Engineer. It may alsobe noted that approval of the methodology will not relieve thecontractor from any of his responsibilities/ obligations.

(vii) Contractor is required to submit Concrete Mix Design forEngineer's approval prior to start of works. All Concrete to beused in this project to be ready mix from approved batchingplant.

1 Earthwork excavation as shown in drawings includingshuttering and timbering, dressing to correct section anddimensions according to templates and levels, and removingsurface water, in all types of soil except shingle, gravel androck:-0 ft. to 7.0 ft. (0 to 2.10 m) depth 85,542 Cft 3.56 304,542 35.00 2,993,970 10.00 855,420 7.1 ft. to 15 ft. (2.10 to 4.5 m) depth 38,736 Cft 5.96 230,954 45.00 1,743,120 20.00 774,720

2 Earthwork excavation below sub-soil water level to correctsection and dimensions according to drawings, templates andlevels, including shoring, timbering and shuttering of M.S.sheets on both sides of the trenches, back filling with wateringand ramming earth under floors with surplus earth fromfoundation, etc. (Cost of dewatering deem to be included in thisrate)i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth below SSWL. 12,912 Cft 12.46 160,896 35.00 451,920 40.00 516,480 ii) 4.01 ft. to 8.0 ft. (1.22 to 2.4 m) depth below SSWL. 25,824 Cft 14.29 369,126 3.00 77,472 60.00 1,549,440 iii) Exceeding 8 ft. (2.4 m) depth below SSWL. 79,086 Cft 17.35 1,372,134 3.00 237,258 80.00 6,326,880

3 Back filling, watering and ramming earth under floors withsurplus earth from foundation, etc. 89,000 Cft 1.97 175,281 12.00 1,068,000 7.00 623,000

4 Cement concrete plain including placing, compacting, finishingand curing complete including screening and washing of stoneaggregate:-(Ratio 1:4:8, having minimum cylindrical compressive strengthof 1000 Psi @28 days). 7,522 Cft 147.39 1,108,675 210.00 1,579,620 190.00 1,429,180




Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)


5 Supplying and laying polythene sheet over D.P.C. under floorsand on roofs, etc:-500 gauge (.005" thick)a) 1st Layer 500 gauge (.005" thick) 14,994 Sft 2.80 41,983 7.00 104,958 6.00 89,964 b) 2nd Layer 500 gauge (.005" thick) 14,994 Sft 2.80 41,983 7.00 104,958 6.00 89,964

6 Providing and laying 1-½" thick (40 mm) damp proof course ofcement concrete 1:2:4 (using cement, sand and shingle),including 2 coats of bitumen coating @ 0.9 kg/sqm. in eachcoat. 14,994 Sft 45.65 684,424 70.00 1,049,580 70.00 1,049,580

7 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc and otherstructural members other than those mentioned in above notrequiring form work (i.e. horizontal shuttering) complete in allrespects:-(Nominal mix 1:1:2, having minimum compressive cylindricalstrength 4000 Psi @ 28 days). 22,113 Cft 303.05 6,701,345 415.00 9,176,895 410.00 9,066,330




Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)


8 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):-Reinforced cement concrete in roof slab, beams, columnslintels, girders and other structural members laid in situ orprecast laid in position, or prestressed members cast in situ,complete in all respects:-(Nominal mix 1:1:2, having minimum compressive cylindricalstrength 4000 Psi @ 28 days).

a) Upto 6m height 24,352 Cft 371.30 9,041,898 445.00 10,836,640 500.00 12,176,000

9 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):-Reinforced cement concrete in roof slab, beams, columnslintels, girders and other structural members laid in situ orprecast laid in position, or prestressed members cast in situ,complete in all respects:-(Nominal mix 1:2:4, having minimum cylindrical compressivestrength of 3000 Psi @ 28 days).

a) Upto 6m height 65 Cft 292.90 19,039 425.00 27,625 360.00 23,400

10 Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour chargesfor binding of steel reinforcement (also includes removal of rustfrom bars):-Deformed bars (Grade-60)

209,098 Kg 119.82 25,054,541 128.00 26,764,544 115.00 24,046,270




Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)


11 Providing embedding 10" (250 mm) wide ¼" (6 mm) thickrubber water stopper in Construction joints complete in allrespects. 584 Rft 63.65 37,172 190.00 110,960 360.00 210,240

12 Providing and laying damp proof course with ¾" thick (20 mm)cement sand plaster Ratio 1:4 and bitumen coating with onecoat of bitumen and one coat of polythene sheet 500 gauge.(Vertical DPC) 9,699 Sft 29.12 282,479 55.00 533,445 75.00 727,425

13 Providing and laying 2" (50 mm) thick topping of cementconcrete 1:2:4, including surface finishing and dividing inpanels. 26,003 Sft 40.09 1,042,369 60.00 1,560,180 60.00 1,560,180

14 Providing and fixing glass strip 5mm thick and 1-½"(40 mm) wide, for dividing the flooring into panels. 7,949 Rft 4.10 32,591 12.00 95,388 9.00 71,541

15 Pacca brick work in foundation and plinth in:-cement, sand mortar Ratio 1:4 719 Cft 159.35 114,572 180.00 129,420 230.00 165,370

16 Cement plaster 1:3 upto 20' (6.00 m) height:-¾" (20 mm) thicka) Upto 6m height 13,179 Sft 19.95 262,961 20.00 263,580 40.00 527,160

17 Providing and fixing Artificial envi stone cladding of approveddesign, pattern, size & quality on walls with 1:4 cement sandmortar base of 3/4" thickness setting the tiles with neat cementmortar, grouting the joints 1/4" with matching grout ofapproved manufacturer / supplier, including mechanism ofnails, grouting, inserting in walls, with proper fixing in place with and i/c required accessories etc, curing, finishing as per theinstructions & approval of the Engineer and as per design anddrawings. The cost includes cartage, all lead and lift, completein all respect as directed by the Engineer.

2,723 Sft 200.00 544,600 250.00 680,750 550.00 1,497,650

18 Providing and laying soling stones, minimum size 230mm,under floor including packing with spawls, chips, consolidating,etc complete. 15,865 Cft 60.00 951,900 130.00 2,062,450 99.00 1,570,635




Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)


19 Add extra for providing and mixing pudlo or other similarapproved water proofing material added to cement @ 5% byweight of cement. 26,021 Kg 35.00 910,735 78.00 2,029,638 138.00 3,590,898

20 Providing & fixing in position expan bar PVC rearguard 250mmwide and joint sealer complete in all respect as per theapproval & direction of the Engineer. 584 Rft 450.00 262,800 600.00 350,400 360.00 210,240

Mechanical Works21 Supply & installing Direct Cylinder Mounted Gas Chlorinator: all

vacuum operated, capacity 10, 25, 50 & 100 pounds per day,Feed Ratio 20:1 with all standard accessories.

1 No. 172,500 172,500 275,000 275,000 175,000.00 175,000

22 Supply & installing Multistage centrifugal monoblock chlorinatorbooster pumping set having gunmetal impellers stainless steelshaft stuffing box with electric motor on common shaft withfield testing kit. 1 No. 34,500.00 34,500 55,000.00 55,000 350,000.00 350,000

23 Supply & installing (approved) chlorine gas cylinder 68 Kgcapacity, bottle type with first filling of liquid chlorine afterhydraulic testing (NOC from Deptt. of Explosives to beobtained). 1 No. 57,500.00 57,500 65,000.00 65,000 192,500.00 192,500

24 Providing 28" x 28" (internal dimensions) C.I double sealmanholes cover and frame (wt. 100 kg) including fixing in RCCSlab at the time of casting, etc. complete as per drawing andas directed by the Engineer. 3 No. 5,175.00 15,525 7,000.00 21,000 26,000.00 78,000

25 Providing & fixing C.I Goose Neck Vent 6" dia as per drawingsdesign suitable for fixing in the roof of under ground tankweighing 50 Kg each. 8 Nos. 8,000.00 64,000 9,000.00 72,000 18,000.00 144,000

27 Providing & fixing Brass / Bronze pressure gauge completewith necessary accessories as per specification & approval ofthe Engineer.300mm dia 1 No. 5,750.00 5,750 6,500.00 6,500 85,000.00 85,000




Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)


28 Providing & fixing 50mm dia double acting air valve (imported)with required flanged tee, nut & bolts, etc. complete as perspecification & approval of the Engineer. 1 No. 40,000.00 40,000 40,000.00 40,000 60,500.00 60,500

29 Providing & fixing overflow G.I pipe 150mm dia for U/G Tankwith necessary fittings along with C.I check valve, etc.complete as per drawing, specification & approval of theEngineer. 1 No. 92,000.00 92,000 85,000.00 85,000 66,000.00 66,000

30 Providing & fixing Water Depth Measuring Gauge with requiredfitting as per specifications & approval of the Engineer.

1 No. 28,750.00 28,750 30,000.00 30,000 165,000.00 165,000

31 Providing & fixing C.I Flanged 300mm dia float valve(imported) along with all accessories required & as perspecifications & direction of the Engineer. 1 No. 1,150.00 1,150 15,000.00 15,000 152,000.00 152,000

32 Providing & fixing C.I Flanged sluice valve (imported) flangedend 10" dia with required accessories as per specifications &direction of the Engineer. 1 No. 172,500.00 172,500 175,000.00 175,000 121,000.00 121,000

33 Providing & fixing M.S pipe made out of M.S sheet 7.9 mmthick conforming to API 5L grade X-42 helical seamsubmerged arc welded carbon steel pipe with externally coated(3-Layer) polyethylene and epoxy coated internally conformingto B.S specification including clamps, nuts, bolts, jointing,testing and all other necessary accessories required for fixingetc complete in all respect and as per direction of the Engineer.

a) M.S Pipe 300 mm dia. Internal Dia 22 Rft 6,200.00 136,400 8,200.00 180,400 8,250.00 181,500 b) M.S Pipe 150 mm dia. Internal Dia 11 Rft 3,145.99 34,606 3,800.00 41,800 5,500.00 60,500

34 Providing & laying M.S fittings made out of M.S sheet 7.9 mmthick conforming to API 5L grade X-42 helical seamsubmerged arc welded carbon steel pipe with internally &externally epoxy coated conforming to B.S specificationincluding nuts, bolt, packing, jointing, testing etc complete in allrespect and as per direction of the Engineer.

a) 300mm Dia. Elbow 90o 2 No. 24,128.00 48,256 21,000.00 42,000 19,800.00 39,600




Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)


b) M.S Flanges 300mm Dia. 2 No. 5,365.00 10,730 7,000.00 14,000 2,750.00 5,500 c) M.S Flanges 150mm Dia. 12 No. 3,000.00 36,000 4,000.00 48,000 1,980.00 23,760

35 Providing and fixing (imported) manual gear operated Cast IronPenstock including C.I frame, Extended operational stainlesssteel spindle and other required accessories complete in allrespect as per drawing / design and as per approval of theEngineer. (Leakage rates in accordance with BS 7775-1995)Size 2'x2'

2 No. 100,000.00 200,000 90,000.00 180,000 850,000.00 1,700,000

36 Supplying & fixing in position anodized Aluminium 600mm wideladder for UG Tank complete with all necessary accessories asper the drawings and specification and as per direction of theEngineer. 2 Job 50,000.00 100,000 45,000.00 90,000 80,000.00 160,000

37 Construction of chamber for valves etc. The dimensions are asunder. The work comprises of 9" thick B.B masonry walls set incement mortor 1:3, 6" thick bottom slab of RCC 1:2:4 on 4"C.C 1:4:8 bed, top slab of chamber will be 6" thick RCC 1:2:4with and i/c 18"x18" C.I cover with frame, providing 2 layers ofbitumen coating water proofing membrane on outer surface ofwalls in contact with earth, including excavation, backfilling,disposal of surplus earth to designated area 3/4" thick cementsand plaster (1:3) on inner and outer surfaces of wall cost ofsteel etc. complete as per drawing & as per direction of theEngineer.

Size 4'x4'x depth (As Per Drawing)a) For Sluice Valve 2 Nos. 84,000 168,000 75,000 150,000 49,500 99,000

51,167,167 65,618,471 72,606,827 Amount Rs.


Summary Pump Room UGPage 1 of 1



A (ii) a Civil Work 563,390 734,635 30.40% 784,558 39.26%

A (ii) b Electrical Works 1,735,300 1,796,000 3.50% 1,894,901 9.20%

A (ii) c Mechanical Works 13,970,523 10,952,000 -21.61% 8,129,495 -41.81%

16,269,213 13,482,635 -17.13% 10,808,954 -33.56%

A (ii) - Pump Room - For UG Tank

Total (Rs.)


SUMMARY OF PUMP ROOM - FOR UG TANK



Pump Room UG-CivilPage 1 of 4

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Pump Room - For UG Tank (Civil Works)


Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

#REF!Note:












Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)



1 Excavation in foundation of building, bridges and otherstructures, including dagbelling, dressing, refilling aroundstructure with excavated earth, watering and ramming leadupto one chain (30 m) and lift upto 5 ft. (1.5 m) in ordinary soil.

132 Cft 4.12 544 12.00 1,584 10.00 1,320

2 Cement concrete plain including placing, compacting, finishingand curing complete including screening and washing of stoneaggregate:-(Ratio 1:4:8, having minimum cylindrical compressive strengthof 1000 Psi @28 days).

11 Cft 147.39 1,621 180.00 1,980 190.00 2,090

3 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc and otherstructural members other than those mentioned in above notrequiring form work (i.e. horizontal shuttering) complete in allrespects:-(nominal mix 1:2:4, having minimum compressive strengthcylindrical of 3000 Psi @ 28 days).

26 Cft 219.90 5,717 240.00 6,240 360.00 9,360




Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)


4 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):-Reinforced cement concrete in roof slab, beams, columnslintels, girders and other structural members laid in situ orprecast laid in position, or prestressed members cast in situ,complete in all respects:-(nominal mix 1:2:4, having minimum cylindrical compressivestrength of 3000 Psi @ 28 days).

a) Upto 6m height 458 Cft 292.90 134,148 380.00 174,040 360.00 164,880

5 Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour chargesfor binding of steel reinforcement (also includes removal of rustfrom bars):-('c) Deformed bars (Grade-60) 1,481 Kg 119.82 177,456 120.00 177,720 115.00 170,315

6 Pacca brick work in ground floorcement, sand mortar Ratio 1:6(1st Class Burned Brick).a) Ground Floor 607 Cft 167.90 101,917 185.00 112,295 220.00 133,540

7 Cement plaster 1:4 upto 20' (6.00 m) height:-½" (13 mm) thicka) Upto 6m height 1,228 Sft 13.85 17,011 38.00 46,664 30.00 36,840

8 Cement plaster 1:4 upto 20' (6.00 m) height:-¾" (20 mm) thicka) Upto 6m height 972 Sft 18.91 18,384 45.00 43,740 35.00 34,020




Amount(Rs.)

Rate (Rs.)

Amount(Rs.)

Rate (Rs.)

Amount(Rs.)


9 First class deodar wood wrought joinery in doors and windows,etc. paneled, or paneled or glazed, or fully glazed, fixed inposition, including chowkat, holdfast, hinges, tower bolts,chocks, rubber stop, cleats/G.I. clamps, handles and chordwith hooks, etc. complete (excluding sliding bolt or lock):-(Allas per the drawing & approved of the Engineer)1½" thick (40 mm) 62 Sft 917.45 56,882 1,200.00 74,400 1,000.00 62,000

10 Priming coat of chalk under distemper. 2,201 Sft 1.00 2,190 4.00 8,804 17.00 37,417

11 Distempering new surface:-(Oil bound distemper)two coats 2,201 Sft 2.54 5,596 8.00 17,608 30.00 66,030

12 Preparing surface and painting of doors and windows any type(including edges):-With enamel paint of approvedmanufacturesa) priming coat. 124 Sft 3.20 397 5.00 620 8.00 992 b) 1st coat of paint. 124 Sft 2.33 289 12.00 1,488 8.00 992 c) 2nd coat of paint. 124 Sft 2.33 289 8.00 992 8.00 992

13 Providing and fixing M.S. flat ½"x1/8" (13mm x 3mm) grillincluding ¾" x 1/8" (20 mmx3 mm) M.S. flat frame, in windowsof approved design, including painting three coats, complete inall respects.(all as per drawings)contractor to submit shopdrawings to Engineer for approval before application .

35 Sft 185.80 6,503 580.00 20,300 450.00 15,750

14 Providing/fixing stair railing consisting of M.S. Box section size1-1/2"x3" of 16 SWG welded with M.S. flat 1"x1/8" continuouslyand welded over M.S. square bars 5/8"x5/8" punched in M.S.flat 2 ¾' high @ 5½" c/c fixed in steps of stair I/C painting 3coats complete.(Contractor to submit shop drawings for theapproved of the Engineer) 20 Rft 593.20 11,864 850.00 17,000 700.00 14,000

15 Providing and laying damp proof course of cement concrete1:2:4 (using cement, sand and shingle), including bitumencoating with one coat bitumen and one coat polythene sheet500gauge:-2" thick (50 mm)@ the rate of 0.9 kg/sqm. in each coat. 486 Sft 46.46 22,582 60.00 29,160 70.00 34,020

563,390 734,635 784,558 Amount Rs.


Pump Room U.G-ElectricalPage 1 of 4

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Pump Room - For UG Tank (Electrical Works)


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A (ii) b - Electrical WorksNotesSupplying, installation at any height, testing and commissioning of thefollowing items of work (unless specifically stated otherwise) including allmaterials, labour, tools, plants, accessories, as required for propercompletion of each item in all respect including all lead and lift as perdrawings, approved shop drawings, specification, miscellaneous details andinstructions of Engineer.

Wiring Works1 One fan point, one light point, one bell point, controlled by one

switch, wiring complete with Pvc single core cable 2x1.5 mm2in concealed Pvc conduit, supply and fixing. 18 Points 1,350 24,300 1,500 27,000 3,574 64,332

2 Add for each additional light point, on same switch circuit,wiring complete with Pvc single core cable 2x 1.5 mm2 inconcealed Pvc conduit supply and fixing. 2 Points 800 1,600 900 1,800 1,792 3,584

3 One three pin socket outlet 5A point controlled by one switch,wiring complete with Pvc single core cable 3x1.5mm2 inconcealed Pvc conduit, supply and fixing. 8 Points 1,250 10,000 1,250 10,000 907 7,256

4 Same as item no. 3 but wiring of 15A-3 pin outlet for generalwork and encloser wired with 2x4mm2 + 1x2.5mm2 Pvc s/ccable laid in 20mm dia Pvc conduit from DB-to outlet. 5 Each 3,000 15,000 2,500 12,500 7,598 37,990

5 Providing and laying of circuit wires from distribution Board toswitch boards with 3 x2.5 mm2 i/c Pvc insulated cable in 20mm dia rigid Pvc conduit concealed in R.C.C or masonry asmay be required route as shown on the drg. Or as directed bythe Engineer. complete with all conduit and wiring accessories.

4 Ckts. 2,000 8,000 1,800 7,200 5,302 21,208






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Pvc Pipe6 Pvc conduit 50 mm dia complete with all bends, tees, boxes,

saddles etc for concealed wiring, supply and fixing.100 Mtr 300 30,000 325 32,500 346 34,600

7 Pvc conduit 100 mm dia complete with all bends, tees, boxes,saddles etc for concealed wiring, supply and fixing.

30 Mtr 450 13,500 500 15,000 685 20,550

Power controlled cable8 Wiring in conduit concealed with single core Pvc insulated

cable installed and connected, complete (exclusive of conduit)one single core cable 10mm2, supply and fixing.(from MCU tomoter) 350 Mtr 300 105,000 400 140,000 173 60,550

9 Cable electric LT,600/1000 volts, insulated overall strandedcopper conductor 16mm2 4-core unarmoured cable laid in pvcpipe, (exclusive of cost of pipe) , supply and fixing.(from BD toMCU) 60 Mtr 1,200 72,000 1,300 78,000 1,204 72,240

10 Cable electric LT,600/1000 volts, insulated overall strandedcopper conductor 150mm2 4-core armoured cable laid in pvcpipe/cable trench,complete with excavation and backfilling,Warning tape etc (exclusive of cost of pipe) , supply andfixing.(from MBD to DB) 100 Mtr 11,000 1,100,000 11,000 1,100,000 11,194 1,119,400

Switch Socket Outlets11 Switch SP 10 Amps one way gang type mounted in cast or

malleable iron galvanized conduit box with solid metal orbakelite plate, supply and fixing. 18 Each 250 4,500 350 6,300 794 14,292

12 Switch SP socket outlet 3 pin, 5 Amps bakelite shutteredpattern complete, supply and fixing. 6 Each 500 3,000 550 3,300 1,089 6,534

13 Switch SP socket outlet 3 pin, 15 Amps shuttered patternmounted in bakelite box complete, supply and fixing. 4 Each 600 2,400 750 3,000 1,588 6,352




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Fans14 Copper Fan electric with fan dimmar,box, blades, canopy and

rod including connections, provision of cables and ceiling rosefor fan 140 cm sweep of approved type, supply and fixing.

2 Each 4,500 9,000 5,500 11,000 6,777 13,554

15 Copper Fan electric AC exhaust 60cm 220/230 volts SPcomplete, supply and fixing. 2 Each 3,000 6,000 5,000 10,000 5,184 10,368

LIGHT FITTINGS16 Patty fitting complete with 1.20metre 1x 40 Watts fluorescent

tube choke, starter and holder, supply and fixing.2 Each 1,500 3,000 1,700 3,400 1,783 3,566

17 Light fitting complete with 1.20metre 2x 40 Watts fluorescenttube choke, starter and holder, supply and fixing.

6 Each 4,000 24,000 4,000 24,000 2,819 16,914

18 Bulk head fittings cost iron, without guard topped wall mountedIP-55 20mm ET according to BSS No. 229 of 1957 supply andfixing. 8 Each 1,500 12,000 1,500 12,000 5,000 40,000

EARTHING19 Providing installing connecting and testing of Earthing sets of

18" x 18" x 1/8" thick copper plate buried at 15 ft. deep in theground or to the depth of water level which over is more workto include digging of earth pit and refilling with sand, completewith necessary salt and shora 50 Kg. each to make thespecified results according to IEE regulation, and latest B.S.standards. Complete with all accessories, like brass nut-boltsand washer etc. as per Engineer approval. The earth pitshould be at 8 feet away from the building foundation.

1 No. 35,000 35,000 40,000 40,000 103,680 103,680

20 Providing , laying and connecting 3/0 SWG hard drawing barecopper leads from Earthing plates to panels (MDB's) as shownon the drg. Or as directed by the Engineer. The copper leadsto be laid in suitable size of G. I. Pipe complete with all G. I.pipe and other accessories. 30 Mtr 900 27,000 1,100 33,000 1,935 58,050




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DISTRIBUTION BOARDS21 Providing, installing, connecting, testing and commissioning

distribution board wall/floor mounted housed in 16 SWG sheetsteel housing, dust proof, hinged door/lock, suitable for. 500volts, 3 phase, 4 wires and earth terminal AC system asapproved by the Engineer. The panel comprises of:-

a DISTRIBUTION BOARD - MAINIncoming1-400 A TP Mccb 13KA3-Indication lamps1-Voltmeter scaled-0-500 V1-Volt selector switch1-Ammeter scaled-0-400A1-Amps selector switch3-curent transfer scaled-5-400ATPN+E Busbar

Outgoing3-100 A TP Mccb 10KA (for DB-P)1-60 A TP Mccb 7.5KA 3-15 A TP Mcb 7.5KA 6-10 A SP Mcb-6 KA6-15A SP Mcb-6KA 1 Job. 215,000 215,000 210,000 210,000 100,000 100,000

b Encouser For chloration room1-15 A TP Mcb 10KA 3-15 A SP Mcb 6KA 6-10 A SP Mcb-6 KA 1 Job. 15,000 15,000 16,000 16,000 79,881 79,881

1,735,300 1,796,000 1,894,901 Amount Rs.


Pump Room U.G-MechanicalPage 1 of 4

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Pump Room - For UG Tank (Mechanical Works)


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#REF!1 Providing, fixing, testing & commissioning of vertical turbine

pump, as approved by the EngineerCapacity : 500 igpmHead : 80 to 100 Feet complete with all accessories, piping, etc. motor of 20 KW,1450 Rpm, 4 pole totally enclosed, fan cooled tropicallyinsulated 3 phase, 50 Hz, 400V ± 5% with non-reverse ratchet& Automatic / manual control panel with all safety protectionaccessories in weather proof steel cabinet, cable, etc. as perspecification & as directed by the Engineer.

3 Job. 2,973,025 8,919,075 2,800,000 8,400,000 1,650,000 4,950,000

2 Supplying, hoisting and fixing in position of chain pulley blockto monorail for lifting the pump and motor time to time forerection, service and maintenance. Chain pulley block ofcapacity 10 Tons including Corbel Beam and Crane assemblycomplete in all respect as per drawing design and as perdirection of the Engineer. 1 Job. 250,000 250,000 240,000 240,000 165,000 165,000

3 Providing & laying M.S pipe made out of M.S sheet 7.9 mmthick conforming to API 5L grade X-42 helical seamsubmerged arc welded carbon steel pipe with externally coatedof 3-layer polyethylene and epoxy coated internally conformingto B.S specification including jointing, testing etc complete in all respect and as per direction of the Engineer.

a) M.S Pipe 12" Dia 150 Rft 6,194 929,100 6,500 975,000 8,250 1,237,500






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4 Providing & laying M.S fittings made out of M.S sheet 7.9 mmthick conforming to API 5L grade X-42 helical seamsubmerged arc welded carbon steel pipe with externally coatedof 3-layer polyethylene and epoxy coated internally conformingto B.S specification including nuts, bolt, packing, jointing,testing etc complete in all respect and as per direction of theEngineer.

a) M.S Flanged Tee 12" x 12" x 6" 3 Nos. 30,000 90,000 25,000 75,000 55,000 165,000 b) M.S Flanges Dia. 12" 10 Nos. 6,000 60,000 6,000 60,000 2,750 27,500 c) M.S Blind Flanges Dia. 12" 1 Nos. 4,000 4,000 5,000 5,000 3,850 3,850

5 Supplying and fixing of (imported) C.I Sluice valve PN-16 ratingwith flanged ends drilled and having all cast iron componentsas per B.S Standards 5163 workable for potable water, solidforged bronze inside screw spindle. Spindle nut valve and seatfaces of hard wear resisting, manufactured from gunmetal,painted black all over with asphalt base paint, fitted and fixedetc. complete in all respect and as per approval of theEngineer.

a) C.I Sluice Valve 6" Dia (Flanged) 4 Nos. 28,524 114,096 29,000 116,000 60,500 242,000

6 Supply Double Acting Air Valve (imported) with Isolating valve& Fixing in position, including cutting jointing with headercomplete in all respects, testing & Commissioning as perdesign, drawing, specification and as per approval of theEngineer

a) C.I Air Valve 4" Dia 4 No. 45,000 180,000 4,000 16,000 71,500 286,000

7 Supplying and fixing 6" Dia non-return / check valve (imported)of PN-16 rating having body / door of C.I Gr. 20, trunnion shaftAISI 410 face and seat ring of gunmetal i.e. metal to metal seatand not rubber to metal, generally conforming to B.Sstandards, flanges flat face drilled complete in all respect andas per approval of the Engineer. 3 Nos. 150,000 450,000 120,000 360,000 49,500 148,500

8 Supply Surge Relief Valve & Fixing in position including jointingwith header complete in all respects testing & Commissioningas per design, drawing, specification and as per approval ofthe Engineer.

a) Surge Relief Valve 12" Dia 1 No. 2,500,000 2,500,000 200,000 200,000 66,000 66,000




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9 Providing and fixing CI Goose Neck Vent 6" Dia. withaluminium grating as per drawings design suitable for fixing inthe roof of under ground tank weighing 50 Kg each. Completein all respect as per drawing design and approval of theEngineer 2 Nos. 8,000 16,000 9,000 18,000 12,650 25,300

10 Providing and fixing Brass / Bronze Pressure Gauge completewith necessary accessories including cutting, jointing withheader main as per drawing design and approval of theEngineer. 1 No. 20,000 20,000 22,000 22,000 16,500 16,500

11 Providing and fixing 12" dia. M.S flanged Flexible Couplingcomplete with all accessories, nuts, bolts, packing, etccomplete in all respects as per drawing design and approval ofthe Engineer. 5 No. 25,000 125,000 23,000 115,000 60,500 302,500

12 Supply & fix, Galvanized M.S Cover & frame 750mm x 750mmx 3/8" rectangular with 2" x 2" x 1/4" Angle iron frame fixed in(Roof Opening) i/c painting with anticorrosive paint, a coat ofred zinc paint complete as per drawings direction of theEngineer. 105 Kg 130 13,650 200 21,000 385 40,425

13 Supply at site of work P.E. Pipe (PE-100, SDR-17, PN-10conforming to ISO-4427, DIN-8074/75 & PS. 3580:1994) ofapproved make. Supply to include all allied materials, cost fortransportation to site of work, stacking of pipes at site,transportation of pipes to laying and jointing areas and storingof the allied materials (payment of pipe will be allowed afterlaying in proper position).315mm (Outer Dia) Pipeline 60 Rft 2,620 157,200 3,200 192,000 550 33,000

14 Laying and jointing in trenches P.E. Pipe and fittings (extruded)with & including the cost of testing with water for specifiedpressure head & disinfection.315mm (Outer Dia) Pipeline 60 Rft 330 19,800 350 21,000 3,432 205,920




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15 Supply at site of work and fixing in position the following P.E(extruded) pipe fitting-PN10 conforming to approvedspecification.A) - Bend 315mm Outer Dia 3 Nos. 22,704 68,112 22,000 66,000 38,500 115,500

B) - Tees315mm x 315mm x 315mm Outer Dia 2 Nos. 27,245 54,490 25,000 50,000 49,500 99,000

13,970,523 10,952,000 8,129,495 Amount Rs.


Summary Operator RoomPage 1 of 1



A (iii) a Civil Work 3,124,740 3,743,088 19.79% 3,817,598 22.17%

A (iii) b Plumbing Works 337,340 357,910 6.10% 159,873 -52.61%

A (iii) c Electrical Works 241,450 354,000 46.61% 583,582 141.70%

3,703,530 4,454,998 20.29% 4,561,053 23.15%

A (iii) - Operator Room

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SUMMARY - OPERATOR ROOM



Operator Room-CivilPage 1 of 8

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Operator Room (Civil Works)


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A (iii) a - Civil WorkNote:












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2,666 Cft 4.12 10,980 10.00 26,660 10.00 26,660

2 Supplying and filling sand under floor; or plugging in wells. 2,240 Cft 14.83 33,215 40.00 89,600 40.00 89,600

3 Supplying and laying polythene sheet over D.P.C..floors andon roofs, etc. 500 gauge (0.005" thick)ratio also includesoverlaps 4,298 Sft 2.80 12,034 7.00 30,086 6.00 25,788

4 Two coat Bitumen coating to plastered or cement concretesurface:-20 lbs. per 100 Sft. (0.97 Kg per Sq.m) 4,298 Sft 22.81 98,029 25.00 107,450 25.00 107,450

5 Cement concrete plain including placing, compacting, finishingand curing complete including screening and washing of stoneaggregate:-(Ratio 1:4:8, having minimum cylindrical compressive strengthof 1000 Psi @ 28 days.) 822 Cft 147.39 121,155 190.00 156,180 190.00 156,180

6 Cement concrete plain including placing, compacting, finishingand curing complete including screening and washing of stoneaggregate:-(Ratio 1:3:6, having minimum cylindrical compressive strengthof 1500 Psi @ 28 days). 391 Cft 165.93 64,878 250.00 97,750 180.00 70,380




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7 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc and otherstructural members other than those mentioned in above notrequiring form work (i.e. horizontal shuttering) complete in allrespects:-(Nominal mix 1:1½:3, having minimum compressive strengthcylindrical of 3000 Psi @ 28 days).

869 Cft 247.30 214,904 312.00 271,128 410.00 356,290

8 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):-Reinforced cement concrete in roof slab, beams, columnslintels, girders and other structural members laid in situ orprecast laid in position, or prestressed members cast in situ,complete in all respects:-(nominal mix 1:1½:3, having minimum compressive cylindricalstrength of 3000 PSI @ 28 days).

a) Upto 6m height 1,304 Cft 320.30 417,671 390.00 508,560 500.00 652,000

9 Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour chargesfor binding of steel reinforcement (also includes removal of rustfrom bars):-Deformed bars (Grade-60) 6,518 Kg 119.82 781,000 124.00 808,232 115.00 749,570

10 Pacca brick work in ground floorcement, sand mortar Ratio 1:6




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a) Ground Floor 1,372 Cft 167.90 230,362 210.00 288,120 220.00 301,840



13 Providing and laying damp proof course of 2" thick (50 mm)cement concrete 1:2:4 (using cement, sand and shingle),including two coats of bitumen coating and one coat polythenesheet 500gauge. 872 Sft 50.95 44,424 65.00 56,680 70.00 61,040

14 Preparing surface and painting with emulsion paint or as perdrawings & Specifications.a) first coat 1,929 Sft 3.83 7,389 10.00 19,290 8.00 15,432 a) Second coat 1,929 Sft 2.97 5,725 10.00 19,290 8.00 15,432

15 Priming coat of chalk under distemper. 937 Sft 1.00 932 5.00 4,685 8.00 7,496

16 Distempering new surface two coats. 937 Sft 2.54 2,382 18.00 16,866 25.00 23,425

17 Providing and applying weather shield paint of approved qualityon external surface of building including preparation of surface,application of primer complete in all respect:( new surface )a) 1st coat 2,053 Sft 11.17 22,932 12.00 24,636 35.00 71,855 b) 2nd coat 2,053 Sft 5.65 11,592 10.00 20,530 15.00 30,795

18 Preparing surface and painting of doors and windowsany type (including edges):-a) Priming coat. 285 Sft 3.20 912 5.00 1,425 8.00 2,280

19 Preparing surface and painting of doors and windowsany type (including edges):-b) 1st coat of paint. 285 Sft 2.33 663 12.00 3,420 8.00 2,280 c) 2nd coat of paint. 285 Sft 2.33 663 10.00 2,850 8.00 2,280




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20 Providing and laying 3"(75 mm) thick topping of cementconcrete 1:2:4, including surface finishing and dividing inpanels. 246 Sft 53.76 13,226 90.00 22,140 60.00 14,760

21 Providing and laying stone soling 6" in layers under foundationincluding packing with spawls and chips & consolidating.

216 Cft 45.00 9,720 60.00 12,960 100.00 21,600

22 Preparing surface and painting with Synthathic Enamel paint oras per drawings & Specifications. 312 Sft 30.00 9,360 30.00 9,360 25.00 7,800

23 Providing and laying Light color matt finish ceramic tiles size400 x 400 mm (16" x 16") in floor, laid in white cement mortarwith matching color pigment over 25mm (1) thick bedding ofcement sand mortar 1:2 at ground floor, including jointing andcuring complete in all respects as per drawings and inaccordance with the specifications.

a). Ground Floor 109 Sft 137.37 14,973 270.00 29,430 200.00 21,800

24 Providing and fixing 6mm (1/4") thick light color matt finishceramic tiles size 150 x 150 mm (6" x6") in dado / skirting laidin white cement mortar with matching color pigment over 1/2"thick base of cement sand mortar (1:3) at ground floorincluding jointing and curing complete in all respects as perdrawings and in accordance with the specification.

a). Ground Floor 401 Sft 147.23 59,039 170.00 68,170 200.00 80,200

25 Providing and fixing Botocina / China Verona (Marble) tiles ofapproved shade in one piece 3/4 '' Thick on Tread with 1:4Cement sand mortar base of required thickness to achieve aminimum over all finished 2'' thickness, washing the tiles withcement slurry mixed with pigment of matching colour includingcuring, rubbing, chemical polishing etc, complete in all respectand as per direction of the Engineer.) (In Steps at any height inany floor).

34 Sft 330.00 11,220 480.00 16,320 660.00 22,440




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26 Providing and fixing Botocina / China Verona (Marble) tiles ofapproved shade in one piece on Risers 3/8 '' thick over 1/2''(13mm) thick base of cement sand mortar 1:3 setting of tiles inslurry of grey cement over mortar base including filling thejoints and washing the tiles with white cement slurry , curing,finishing, cleaning and chemical polishing etc, complete in allrespect and as per direction of the Engineer. in skirting &risers at any height in any floor). (For Main Entrance, )

44 Sft 225.00 9,900 250.00 11,000 660.00 29,040

27 Providing and fixing Botocina / China Verona (Marble) tiles 12" x 12" of approved shade over 3/4 '' Thick 1:4 Cement sandmortar base of required thickness to achieve a minimum overall finished thickness 2'' , washing the tiles with matchingcolour grout including curing, rubbing, chemical polishing ,cutting, grinding, slopping etc, complete in all respect and asper direction of the Engineer.)

250 Sft 275.00 68,750 280.00 70,000 220.00 55,000

28 Providing and applying Non-Slip multilayered Epoxy FloorCoating System in three Layers of 100 micron each (Total 300micron) including surface preparation and application of primerinto absorbent sub floors.& Wall 137 Sft 200.00 27,400 260.00 35,620 400.00 54,800

Doors29 Providing and fixing Aluminum Louver Doors width 56mm x

2mm in frame of box section 100mm x 50mm x 1.6mm ofapproved color & shade as directed by the Engineer. thesection of louver includes back supports of vertical andhorizontal strips of approved size where required, including allAluminum fittings with all accessories cutting holes in columns,beams, slab, masonry etc and making good the damages towall etc. complete as required in any floor as per the directionof the Engineer. Contractor to make shop drawings forapproval before start of work.(Complete in All Respect as Per Specification) 126 Sft 2000.00 252,000 1800.00 226,800 825.00 103,950




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30 Providing & fixing Wooden door shutter of approved shape &design including the cost of wooden door frame, locks, handle,door stopper, door beading, hinges. etc complete as perdrawing, specification & direction of the Engineer.

a) Wooden Frame Single Shutter One Way Swing SolidFlush Door With oak Ply Polish Finish On Both Side AsApproved, Wooden Lipping All Around Including Heavy DutyLocks, Minimum 4 Hinges in each side 22 Sft 850.00 18,700 880.00 19,360 842.00 18,524 b) Wooden Frame Single Shutter Solid Flush Door One WaySwing With oak Ply Polish Finish On Both Side As Approved,Wooden Lipping All Around. And Kick Plat In Side 12" HighIncluding Heavy Duty Locks, Minimum 4 Hinges

61 Sft 850.00 51,850 950.00 57,950 952.00 58,072

31 Providing and fixing best quality deodar wood Chowkhats ofdoors, windows and ventilators etc as required. The cost alsoincluding all carriage, tools and plants used in making andfixing. 8 Cft 5500.00 44,000 10000.00 80,000 11000.00 88,000

Windows / Ventilators32 Providing & fixing glazed Bronze anodized or Powder coated

Aluminum window / Ventilators as per British standardmanufactured by Lucky, Alcop, Krudson, Pakistan Cables andA.C.P. (fixing though their approved fabricators), of approvedmodel section double or single glazed (size as per drawing)including the cost of aluminium netting, fitting, with allaccessories cutting hole etc. and making good damages towalls etc. complete including all standard hardware importedglass, pvc gasket etc, complete in all respect as per instructionof the Engineer. Contractor to make detailed shop drawings forthe approval of consultant before start of work.

a) Aluminium Sliding Single glazed window 6mm Glass withfly proof net on inner side 72 Sft 1000.00 72,000 1100.00 79,200 825.00 59,400

b) Aluminium Single glazed openable Ventilator on Top hang6mm Glass with fly proof net on inner inside. 4 Sft 1500.00 6,000 1800.00 7,200 925.00 3,700




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33 Providing & fixing heavy duty Aluminum powder coatedwindows/ventilators using heavy duty extruded deluxe powdercoated section including all standard hardware imported glass,pvc gasket etc, complete in all respect as per instructions ofthe Engineer. Contractor to make detailed shop drawings forthe approval of consultant before start of work.Aluminium fixed Louver.

88 Sft 2500.00 220,000 1800.00 158,400 770.00 67,760

34 Providing and fixing G.I sheet frames / Chowkhats of doors,windows & ventilator using 20 gauge G.I sheet includingwelded hinges and fixing at site with necessary hold fast , fillingwith cement sand slurry of ratio 1:6 and repairing, cutting onwalls/floors & jambs. The cost also include all carriage, toolsand plants used in making and fixing.

78 Rft 150.00 11,700 350.00 27,300 509.00 39,702

35 Providing and fixing Steel frames / Chowkhats 6" in Width ofdoors, windows & ventilator using 16 gauge M.S sheetincluding welded hinges and fixing at site with necessary holdfast , filling with cement sand slurry of ratio 1:6 and repairingthe jambs. The cost also including all carriage, tools and plantsused in making and fixing. 46 Rft 150.00 6,900 210.00 9,660 407.00 18,722

36 Providing and fixing 1-1/4 inch (32mm) thick best qualitydeodar wood planking in shelves or almirahs with or withoutdeodar wood battens 1" x 1-1/2" (25mm x 38mm) fixed in wallswith screws and rawal plugs etc., as required.

63 Sft 750.00 47,250 800.00 50,400 1650.00 103,950 3,124,740 3,743,088 3,817,598 Amount Rs.


Operator Room-PlumbingPage 1 of 4

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Operator Room (Plumbing Works)


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A (iii) b - Plumbing WorksTOILET FITTINGS & ACCESSORIES

1 Providing, fixing Asian type water closet with low down flushingcistern connecting pipe complete with all accessories andfittings waste and traps, CP. flexible pipe, including tee stopcock with check nuts, all joints plugging and screwing asnecessary to the structure. 1 No. 10,600.00 10,600 11,000.00 11,000.00 10,835.00 10,835.00

2 Providing, fixing wash basin half pedistal with all accessoriessuch as basin hot/cold mixture, tee stop cocks with check nuts,CP. flexible pipe, uPVC waste pipe, CP waste coupling,bracket set, CP bottle trap and silicon sealant, all joint toservice and drain, plugging and screwing as necessary to thestructure etc. Complete in all respect.

1 No. 12,500.00 12,500 13,000.00 13,000.00 11,000.00 11,000.00

4 Providing, fixing, testing & commissioning of shower setincluding 1No.Bib cock, shower head, or complete exposedtype mixture set complete in all respect alll joint to service anddrain, plugging and sceewing as necessary to the structure.

1 No. 18,200.00 18,200 20,000.00 20,000.00 8,250.00 8,250.00

5 Providing, fixing S.S. Kitchen sink including all accessoriessuch as hot/cold mixture, wall type with check nuts, uPVCwaste pipe, CP waste coupling, bracket set, CP. bottle trap andall joints to service and drains plugging and screwing asnecessary to the structure complete in all respect etc.

a) Single bowl single drain 1 No. 12,500.00 12,500 14,000.00 14,000.00 11,000.00 11,000.00






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6 Providing and fixing bathroom accessories as per approved listof manufacturer including fixing with Rawal plug of approvedquality complete in all respect.

a) Soap Dish 1 Nos. 350.00 350 500.00 500.00 770.00 770.00 b) Bib cock 1 Nos. 750.00 750 900.00 900.00 880.00 880.00 c) Coat Hook 2 Nos. 350.00 700 300.00 600.00 880.00 1,760.00

WATER SUPPLY SYSTEM7 Providing & fixing, jointing, testing of polypropylene pipe(PN-

20) BS 5174 or DIN 8077 including specials fittings such ashanging system, sockets, tees, elbow, bends, reducers, plugsand union etc. MS.supported walls or buried in walls / floor orsuspended from roof slab as per specification & detail drawingincluding color coding complete in all respect. (For cold & hotwater )

a) 1/2" dia (Internal Dia) 15 Rft. 180.00 2,700 170.00 2,550.00 100.00 1,500.00 b) 3/4" dia (Internal Dia) 50 Rft. 190.00 9,500 200.00 10,000.00 150.00 7,500.00 c) 1" dia (Internal Dia) 70 Rft. 210.00 14,700 220.00 15,400.00 200.00 14,000.00

8 Providing & fixing, jointing, testing of G.I. pipes accordancewith BS-21 medium quality pipe for exposed water supplypiping system show on the drawing including specials fittingssuch as hanging system, sockets, tees, elbow, bends,reducers, plugs and union etc. MS.supported walls or buried inwalls / floor or suspended from roof slab as per specification &detail drawing including color coding complete in all respect.

a) 3/4" dia 20 Rft. 90.00 1,800 120.00 2,400.00 84.15 1,683.00 b) 1" dia 30 Rft. 110.00 3,300 150.00 4,500.00 122.05 3,662.00 c) 1-1/4" dia 15 Rft. 180.00 2,700 220.00 3,300.00 155.00 2,325.00

9 Providing, fixing, testing & commissioning of hot water gasfired geyser including inlet/ outlet connections, pressure reliefvalve automatic air vent etc. complete in all respects.

a) 30 gal. Capacity 1 No. 35,000 35,000 40,000 40,000.00 15,000 15,000.00




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10 Providing and fixing of full way gate / ball valves of bronze trimup to 3"dia. With threaded ends and cast iron body bronze trimflanged ends for 4" dia. and above with all additional materialrequired for a complete installation as described in the asshown on drawings and as approved by the Engineer.

a) 1" dia 1 No. 2,350.00 2,350 2,500.00 2,500.00 347.45 347.00 b) 1-1/2" dia 1 No. 5,200.00 5,200 5,000.00 5,000.00 347.45 347.00

SOIL, WASTE & VENT SYSTEM12 Providing and fixing in position uPVC pipes push fit type for

soil, waste, water & vent pipe as embedded in floor and wall orsuspended from slab or clamped to wall including plugs,specials (bend, tees, Y-tee etc.) Making requisite number ofholes with pvc sleeve pipe class "B" in walls and floors whererequired and making good the same as necessary to thestructure labeling testing to 6.5 Ft. water height complete.

a) 2" dia 12 Rft. 180.00 2,160 180.00 2,160.00 71.40 857.00 b) 3" dia 10 Rft. 380.00 3,800 360.00 3,600.00 92.05 921.00 c) 4" dia 8 Rft. 460.00 3,680 500.00 4,000.00 117.60 941.00

13 Providing and fixing uPVC cowl for vent pipe of the followingdia. including all accessories complete.

a) 3" dia 3 Nos. 350.00 1,050 500.00 1,500.00 150.00 450.00

14 Providing and fixing uPVC floor drain / Floor Gully of approveddesign with S.S. (304) grating with polish finish includingrequisite number of holes with pvc sleeve pipe in wall plinth orfloor for pipe connection and making good the same asnecessary to the structure complete including gasket andclamp complete.

a) 3" dia 2 Nos. 5,500.00 11,000 5,000.00 10,000.00 250.00 500.00

EXTERNAL SEWER & MANHOLES16 Providing, fixing uPVC class 'B' pipe for sewer system

including excavation prepration of compacted make smoothbed & backfilling as per detail drawing complete in all respect.

a) 6" dia 40 Rft. 900 36,000 900 36,000.00 180 7,200.00




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17 Construction of manholes rectangular or circular as described,excavation 24" deep to 48" deep with materials iron steps (inangles 116" centers) 6" thick block masonry walls completewith CC, cover removing and backfilling.

a) 24" x 24" size 3 Nos. 15000 45,000 16,000 48,000.00 10000 30,000.00 .

18 Construction & installation of gully trap including C.I covers,frames, excavation, CC wall internal plaster inlet outletconnection pipe.

a) 10" x 10" size 2 Nos. 4200 8,400 4000 8,000.00 2840 5,680.00 .

RAIN WATER SYSTEM19 Providing and fixing in position uPVC pipes push fit type for

rain water pipe in wall or suspended from slab or clamped towall including plugs, specials (bend, tees, Y-tee etc.) Makingrequisite number of holes with pvc sleeve pipe class "B" inwalls and floors where required and making good the same asnecessary to the structure labeling testing to 6.5 Ft. waterheight complete.

a) 4" dia 40 Rft. 460.00 18,400 500.00 20,000.00 160.00 6,400.00

20 Providing and fixing S.S type rain water grating of approveddesign including requisite number of holes with pvc sleevepipe in wall plinth for pipe connection and making good thesame as necessary to the structure complete including gasketand clamp complete.

a) 4" dia 3 Nos. 5,000.00 15,000 5,000.00 15,000.00 355.00 1,065.00

FIRE FIGHTING SYSTEM21 Providing and fixing dry chemical powder, fire extinguisher 6

Kg. Capacity, powder coated in red color, complete withpressure gauge & wall bracketed 2 Nos. 15,000 30,000 16,000 32,000.00 1,500 3,000.00

22 Providing and fixing water type fire extinguisher 9 literscapacity, powder coated in red color, complete with pressuregauge & wall bracket etc. 2 Nos. 15,000 30,000 16,000 32,000.00 6,000 12,000.00

337,340 357,910 159,873 Amount Rs.


Operator Room-ElectricalPage 1 of 4

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Operator Room (Electrical Works)


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A (iii) c - Electrical WorkNotesSupplying, installation at any height, testing and commissioning of thefollowing items of work (unless specifically stated otherwise) including allmaterials, labour, tools, plants, accessories, as required for propercompletion of each item in all respect including all lead and lift as perdrawings, approved shop drawings, specification, miscellaneous details andinstructions of Engineer.

Wiring Works1 One fan point, one light point, one bell point, controlled by one

switch, wiring complete with Pvc single core cable 2x1.5 mm2in concealed Pvc conduit, supply and fixing. 18 Points 1,350 24,300 1,400 25,200.00 2,679 48,222.00

2 Add for each additional light point, on same switch circuit,wiring complete with Pvc single core cable 2x 1.5 mm2 inconcealed Pvc conduit supply and fixing. 2 Points 800 1,600 800 1,600.00 1,700 3,400.00

3 One three pin socket outlet 5A point controlled by one switch,wiring complete with Pvc single core cable 3x1.5mm2 inconcealed Pvc conduit, supply and fixing. 6 Points 1,250 7,500 1,300 7,800.00 680 4,080.00

4 Same as item no. 3 but wiring of 15A-3 pin outlet for generalwork and encloser wired with 2x4mm2 + 1x2.5mm2 Pvc s/ccable laid in 20mm dia Pvc conduit from DB-to outlet. 2 Each 3,000 6,000 2,500 5,000.00 5,695 11,390.00

5 Providing and laying of circuit wires from distribution Board toswitch boards with 3 x2.5 mm2 i/c Pvc insulated cable in 20mm dia rigid Pvc conduit concealed in R.C.C or masonry asmay be required route as shown on the drg. Or as directed bythe Engineer. complete with all conduit and wiring accessories.

3 Ckts. 2,000 6,000 1,800 5,400.00 7,140 21,420.00






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Pvc Pipe6 Pvc conduit 50 mm dia complete with all bends, tees, boxes,

saddles etc for concealed wiring, supply and fixing. 15 Mtr 300 4,500 280 4,200.00 341 5,115.00

7 Pvc conduit 100 mm dia complete with all bends, tees, boxes,saddles etc for concealed wiring, supply and fixing. 15 Mtr 450 6,750 400 6,000.00 674 10,110.00

Power controlled cable8 Wiring in conduit concealed with 3- core Pvc insulated cable

installed and connected, complete with 25mm dia pvc conduitetc, cable 3c-4mm2, supply and fixing. 30 Mtr 300 9,000 1,200 36,000.00 1,534 46,020.00

9 Wiring in conduit concealed with 4-core Pvc insulated cableinstalled and connected, complete with 32mm dia pvc conduitetc, cable 4c-6mm2, supply and fixing. 30 Mtr 550 16,500 1,500 45,000.00 2,777 83,310.00

Switch Socket Outlets10 Switch SP 10 Amps one way gang type mounted in cast or

malleable iron galvanized conduit box with solid metal orbakelite plate, supply and fixing. 18 Each 250 4,500 500 9,000.00 646 11,628.00

11 Switch SP socket outlet 3 pin, 5 Amps bakelite shutteredpattern complete, supply and fixing. 6 Each 500 3,000 700 4,200.00 816 4,896.00

12 Switch SP socket outlet 3 pin, 15 Amps shuttered patternmounted in bakelite box complete, supply and fixing. 2 Each 600 1,200 800 1,600.00 1,190 2,380.00

Fans13 Copper Fan electric with fan dimmar,box, blades, canopy and

rod including connections, provision of cables and ceiling rosefor fan 140 cm sweep of approved type, supply and fixing.

2 Each 4,500 9,000 5,000 10,000.00 6,800 13,600.00

14 Copper Fan electric AC exhaust 30cm 220/230 volts SPcomplete, supply and fixing. 2 Each 2,500 5,000 3,000 6,000.00 5,100 10,200.00

LIGHT FITTINGS15 Wall mounted 14watts LED light fixture approved type complet

with all instalation accessories supply and fixing. 4 Each 2,500 10,000 3,000 12,000.00 14,450 57,800.00




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16 Ceiling mounted 14watts LED light fixture approved typecomplet with all instalation accessories supply and fixing. 2 Each 2,300 4,600 2,500 5,000.00 2,805 5,610.00

17 Light fitting complete with 1.20metre 2x 40 Watts fluorescenttube choke, starter and holder, supply and fixing. 4 Each 4,000 16,000 4,000 16,000.00 3,570 14,280.00

18 Bulk head fittings cost iron, without guard topped wall mountedIP-55 20mm ET according to BSS No. 229 of 1957 supply andfixing. 6 Each 1,500 9,000 3,000 18,000.00 5,000 30,000.00



1 No. 35,000 35,000 50,000 50,000.00 102,000 102,000.00

20 Providing , laying and connecting 3/0 SWG hard drawing barecopper leads from Earthing plates to panels (MDB's) as shownon the drg. Or as directed by the Engineer. The copper leadsto be laid in suitable size of G. I. Pipe complete with all G. I.pipe and other accessories. 30 Mtr 900 27,000 1,200 36,000.00 1,904 57,120.00




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Distribution board21 Providing, installing, connecting, testing and commissioning

distribution board wall/floor mounted housed in 16 SWG sheetsteel housing, dust proof, hinged door/lock, suitable for. 500volts, 3 phase, 4 wires and earth terminal AC system asapproved by the Engineer. The panel comprises of:-

a Distribution boardIncoming1-30 A TP Mccb 13KA3-Indication lampsTPN+E Busbar

Outgoing3-15 A TP Mcb 7.5KA 6-10 A SP Mcb-6 KA6-15A SP Mcb-6KA 1 Job. 35,000 35,000 50,000 50,000.00 41,001 41,001.00

241,450 354,000 583,582 Amount Rs.


Summary TubewellPage 1 of 1



C (iv) a Installation of Tube Wells (3 Nos) 23,980,985 21,662,390 -9.67% 11,698,537 -51.22%

C (iv) b Pump Room for Tube Wells 7,100,935 6,118,911 -13.83% 8,636,550 21.63%

C (iv) c Electrical Works of Pump Room for Tube Wells 1,898,300 2,218,700 16.88% 1,910,495 0.64%

32,980,220 30,000,001 -9.04% 22,245,582 -32.55%

A (iv) - Installation of Tube Wells alongwith Construction of Pump Rooms

Total (Rs.)


SUMMARY - TUBE WELLS & PUMP ROOMS



Tubewell-InstallationPage 1 of 4

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Installation of Tubewells (03 Nos.)


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C (iv) a - Installation of Tube Wells (3 Nos)Note:-

In case of failure of a tube well due to reasons as listed belowthe contractor will be allowed payment of the failed tube well. i) Quantity of discharged water is less than the required orspecified quantity / capacity.ii) Quality of water not meet the standards as specified ordirected.

1 Electric resistively survey for location of suitable site oftubewells (2 packages for each tubewells). 6 Each 15,870 95,220 15,000 90,000 55,000 330,000

2 Trial bore 12" dia including all kinds of strata such as shinglegravel clay etc for 1 No. tubewell, each 250 ft deep.

750 Rft. 1,349 1,011,750 1,350 1,012,500 440 330,000

3 Direct rotary/ reverse rotary drilling of bore hole for tubewell in all kinds of soil (15"-18" dia).

a) From ground level to 250' below ground level 750 Rft. 1,428 1,071,000 1,450 1,087,500 770 577,500

4 Providing strong substantially built box of deodar wood 4'x2-1/2'x9" with compartments lock and locking arrangement forpreserving samples of strata from bore hole.

3 Jobs 9,522 28,566 9,500 28,500 27,500 82,500

5 Providing and installing brass strainer in tube well boreholeincluding sockets specials sockets, studs etc; complete.10"dia, 6mm (1/4") wall thickness. (60x2)

180 Rft. 4,920 885,600 5,000 900,000 6,600 1,188,000






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6 Providing and installing MS bail plug in tubewells borehole(10" dia 5 ft long each). 3 Each 5,555 16,665 8,000 24,000 14,300 42,900

7 Providing and installing MS blind pipe socket welded joint MSreducer (where necessary) in tubewells borehole i/c. jointingwelding with strainer etc. 10" dia 1/4" thick. (15 x 2).

45 Rft. 1,428 64,260 1,800 81,000 2,640 118,800

8 Shrouding with graded pea gravel 3/8" to 1/8" (10-3 mm)around tube well in bore hole. 648 Cft 48 31,104 55 35,640 209 135,432

9 Development washing of Tubewells upto depth with aircompressor complete at each level of strainer aquifer taping i/cbail plug for not less than 72 hours or till cleaning of waterwhich level is more to the entire satisfaction of Engineer.

3 P. Jobs 634,800 1,904,400 550,000 1,650,000 330,000 990,000

10 Development and Testing of Tubewells @1.5 time of designeddischarge and measuring safe yield, spring level drawdownetc. at the designed discharge and safe yield with submersiblepump continuously by pumping for 48 hours i/c cost of hirecharges of submersible pump, generator etc. and other relatedT&P i/c P.O.L charges, labour etc. complete in all respect tothe entire satisfaction of Engineer.

3 P. Jobs 50,784 152,352 53,000 159,000 385,000 1,155,000

11 Providing fixing in position M.S suspension clamp (2"x1/2")flat iron with nut & bots in P.C.C (1:2:4) size (4'x4'x3') for12"dia pipe i/c all cost of labour and material charges etc;complete. 3 Each 11,109 33,327 10,500 31,500 27,500 82,500

12 Testing of water samples from laboratory & collection frombore of tube well complete with all charges. 6 Each 1,270 7,620 15,000 90,000 22,000 132,000

13 Provision made for Electric Tubewells Logging got done fromcompetent/ expert department/ engineer and providing waterboring and conversion chart safe yield table, draw downdetection in 4 at tamps, One copy of strata chart with otherdata shall be framed and hanging in pump house and one copyframed and hanging at each pumping unit.

3 Each 23,805 71,415 35,000 105,000 55,000 165,000




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14 Providing and fixing in position of approved manufacturer,deep well turbine for 0.5 cusec discharge upto 250 ft headcoupled complete with control panel, transportation installationwith and including all accessories to complete the job as perthe direction of the Engineer. Cost also includes the electroniclevel controller at underground reservoir (1.0 MGD) andconnecting the same to the tubewell for its operations.

3 Nos. 5,750,000 17,250,000 5,000,000 15,000,000 1,650,000 4,950,000

15 Supply at site of work P.E. Pipe (PE-100, SDR-17, PN-10conforming to ISO-4427, DIN-8074/75 & PS. 3580:1994) ofapproved make. Supply to include all allied materials, cost fortransportation to site of work, stacking of pipes at site,transportation of pipes to laying and jointing areas and storingof the allied materials (payment of pipe will be allowed afterlaying in proper position).

a) 160mm (Outer Dia) Pipeline 330 Rft 680 224,400 800 264,000 803 264,990b) 225mm (Outer Dia) Pipeline 70 Rft 1340 93,800 2000 140,000 1617 113,190c) 315mm (Outer Dia) Pipeline 35 Rft 2620 91,700 3000 105,000 2244 78,540

16 Laying and jointing in trenches P.E. Pipe and fittings (extruded)with & including the cost of testing with water for specifiedpressure head & disinfection.

a) 160mm (Outer Dia) Pipeline 330 Rft 100 33,000 120 39,600 44 14,520b) 225mm (Outer Dia) Pipeline 70 Rft 260 18,200 270 18,900 66 4,620c) 315mm (Outer Dia) Pipeline 35 Rft 330 11,550 350 12,250 88 3,080

17 Supply at site of work and fixing in position the following P.Epipe fitting(extruded)-PN10 conforming to approvedspecification.A) - Bend

a) 160mm Outer Dia 5 Nos. 4,000 20,000 4,000 20,000 7,593 37,965b) 225mm Outer Dia 1 Nos. 11,612 11,612 12,000 12,000 27,500 27,500c) 315mm Outer Dia 1 Nos. 22,704 22,704 20,000 20,000 38,500 38,500

B) - Teesa) 160mm x 160mm x 160mm Outer Dia 1 Nos. 8,110 8,110 9,000 9,000 16,500 16,500b) 255mm x 225mm x 225mm Outer Dia 1 Nos. 13,935 13,935 15,000 15,000 38,500 38,500c) 315mm x 315mm x 315mm Outer Dia 1 Nos. 27,245 27,245 27,000 27,000 49,500 49,500




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C) - Reducer225mm x 160mm Outer Dia 2 Nos. 10,000 20,000 8,000 16,000 16,500 33,000315mm x 225mm Outer Dia 1 Nos. 17,960 17,960 18,000 18,000 33,000 33,000

18 Providing and fixing double acting cast iron flanged 50mm diaAir Valve (imported) of the following diameter complete withflanged isolating valve of the same diameter i/c nuts bolts,gaskets, & Tee etc. complete as per drawing, specification andapproval of the Engineer. (50mm dia) 3 Nos. 40,000 120,000 35,000 105,000 71,500 214,500

19 Supply Flanged sluice Valves (imported) conforming to PN-16,AWWA C-500 & BS-5150) and fixing in position in chambersas per drawing and directions of the Engineer. (Sluice Valves).

a) For 315mm Dia Pipe 1 Nos. 236,490 236,490 225,000 225,000 121,000 121,000b) For 160mm Dia Pipe (for Tube Well) 3 Nos. 45,000 135,000 42,000 126,000 60,500 181,500

20 Construction of chamber for valves etc. The dimensions are asunder. The work comprises of 9" thick B.B masonry walls set incement mortor 1:3, 6" thick bottom slab of RCC 1:2:4 on 4"C.C 1:4:8 bed, top slab of chamber will be 6" thick RCC 1:2:4with and i/c 18"x18" C.I cover with frame, providing 2 layers ofbitumen coating water proofing membrane on outer surface ofwalls in contact with earth, including excavation, backfilling,disposal of surplus earth to designated area 3/4" thick cementsand plaster (1:3) on inner and outer surfaces of wall cost ofsteel etc. complete as per drawing & as per direction of theEngineer.

Size 4'x4'x depth (As Per Drawing)a) For Sluice Valve 3 Nos. 84,000 252,000 65,000 195,000 49,500 148,500

23,980,985 21,662,390 11,698,537 Amount Rs.


TW-Pump Room-CivilPage 1 of 5

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Pump Room For Tube Wells - (Civil Works)


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C (iv) b - Pump Room for Tube WellsNote:












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5,823 Cft 4.12 23,981 7.00 40,761 10.00 58,230

2 Cement concrete plain including placing, compacting, finishingand curing complete including screening and washing of stoneaggregate:-(Ratio 1:4:8, Minimum cylinder strength 1000 PSI @ 28 days).

852 Cft 147.39 125,577 190.00 161,880 190.00 161,880

3 Supplying and laying polythene sheet over D.P.C..floors andon roofs, etc. 500 gauge (0.005" thick)ratio also includesoverlaps 7,188 Sft 2.80 20,126 3.00 21,564 6.00 43,128


5 Providing and laying 2" thick (50 mm) damp proof course ofcement concrete 1:2:4 (using cement, sand and shingle),including bitumen coating with one coat bitumen and one layerof polythene sheet 500gauge. 375 Sft 46.46 17,424 75.00 28,125 70.00 26,250

6 Pacca brick work in foundation and plinth in:-cement, sand mortar Ratio 1:4) 1st class Burnt brick 8,205 Cft 159.35 1,307,454 155.00 1,271,775 230.00 1,887,150





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8 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):-Reinforced cement concrete in roof slab, beams, columnslintels, girders and other structural members laid in situ orprecast laid in position, or prestressed members cast in situ,complete in all respects:-(nominal mix 1:2:4, having minimum cylindrical strength 3000PSI @ 28 days).

a) Upto 6m height 2,373 Cft 292.90 695,052 275.00 652,575 360.00 854,280

9 Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour chargesfor binding of steel reinforcement (also includes removal of rustfrom bars):-('c) Deformed bars (Grade-60) 31,800 Kg 119.82 3,810,340 70.00 2,226,000 115.00 3,657,000




13 Two Coats of Distempering new surface as per the drawings,specification & directed by the Engineer Incharge.

9,957 Sft 2.54 25,316 8.00 79,656 20.00 199,140




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14 Making and fixing steel grated door with 1/16" thick (1.5mm)sheeting, including angle iron frame 2"x2"x3/8" (50x50x10 mm)and ¾" (20 mm) square bars 4" (100 mm) centre to centre, with locking arrangements all as per drawings.

300 Sft 862.55 258,765 900.00 270,000 850.00 255,000

15 Providing and fixing steel windows using M.S. sheet (16 SWG)molded tubular pipe 1½"x1½" (40x40mm) for frame and1¼"x1¼" (30x30mm) for leaves including M.S. square bars¼"x¼" (6x6 mm) welded around each panel of frame, 6 mmthick glass panes fixed with double M.S. square tubular pipe3/8"x3/8" (10x10mm) (22 SWG) beading with U' shaped rubberlining, brass fitting, holdfast, including painting three coatscomplete in all respects.a) For openable panels fixed with wire gauze 24 SWG, 12x12mesh and glass panes ¼" (6 mm) thick.

342 Sft 311.40 106,499 600.00 205,200 600.00 205,200

16 Providing and fixing M.S. flat ½"x1/8" (13mm x 3mm) grillincluding ¾" x 1/8" (20 mmx3 mm) M.S. flat frame, in windowsof approved design, including painting three coats, complete inall respects. 342 Sft 185.80 63,544 370.00 126,540 385.00 131,670

17 Preparing surface and painting of doors and windowsany type (including edges):-a) priming coat. 651 Sft 3.20 2,084 5.00 3,255 8.00 5,208 b) 1st coat of paint. 651 Sft 2.33 1,515 8.00 5,208 8.00 5,208 c) 2nd coat of paint. 651 Sft 2.33 1,515 8.00 5,208 8.00 5,208

18 Providing and laying topping of cement concrete 1:2:4,including surface finishing and dividing in panels:- 1½"(40 mm)thick 513 Sft 31.33 16,073 65.00 33,345 60.00 30,780

19 Providing and fixing marble strip of any shade for dividing themosaic flooring into panelsSize 1½" x 3/8" (40 x 10 mm) 216 Rft 6.60 1,426 15.00 3,240 9.00 1,944




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20 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa,grouted with cement sand mortar ratio 1:3 on top of RCC roofslab, provided with 34 lbs. per %Sft. or 1.72 Kg/Sq.m bitumencoating sand blinded. 780 Sft 61.83 48,229 120.00 93,600 88.00 68,640

21 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) 6 Each 391.50 2,349 850.00 5,100 605.00 3,630

22 Bottom Khuras of brick masonry in cement mortar 1:6,4'x2'x4½" (1200x600x113 mm) over 3" (75 mm) cementconcrete 1:4:8. 6 Each 720.50 4,323 1,300.00 7,800 2,475.00 14,850

23 Brick on edge flooring, laid in 1:6 cement mortar, over a bed of¾" (20 mm) thick cement mortar 1:6. 1,227 Sft 69.63 85,432 70.00 85,890 88.00 107,976

24 Providing and laying stone soling, 150mm thick under floorincluding packing with spawls, chips, consolidating etc.complete (in foundation under lean concrete). 648 Cft 60 38,880 60 38,880 99 64,152

25 Providing and Fixing uPVC Rain Water Down Pipe 4' long100mm dia with shoe Tee Bend Clamp etc. 84 Rft 238 19,992 350 29,400 275 23,100

7,100,935 6,118,911 8,636,550 Amount Rs.


TW-Pump Room-ElectricalPage 1 of 3

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Pump Room - Electrical Works (For 3 Nos Tube well)


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C (iv) c - Electrical Works of Pump Room for Tube WellsNotesSupplying, installation at any height, testing and commissioning of thefollowing items of work (unless specifically stated otherwise) including allmaterials, labour, tools, plants, accessories, as required for propercompletion of each item in all respect including all lead and lift as perdrawings, approved shop drawings, specification, miscellaneous details andinstructions of Engineer.

Wiring Works1 One fan point, one light point, one bell point, controlled by one switch,

wiring complete with Pvc single core cable 2x1.5 mm2 in concealedPvc conduit, supply and fixing. 36 Points 1,350 48,600 1,300 46,800 2,756 99,216

2 One three pin socket outlet 5A point controlled by one switch, wiringcomplete with Pvc single core cable 3x1.5mm2 in concealed Pvcconduit, supply and fixing. 18 Points 1,250 22,500 1,200 21,600 664 11,952

3 Same as item no. 3 but wiring of 15A-3 pin outlet for general work andencloser wired with 2x4mm2 + 1x2.5mm2 Pvc s/c cable laid in 20mmdia Pvc conduit from DB-to outlet. 3 Each 3,000 9,000 2,200 6,600 5,563 16,689

4 Providing and laying of circuit wires from distribution Board to switchboards with 3 x2.5 mm2 i/c Pvc insulated cable in 20 mm dia rigid Pvcconduit concealed in R.C.C or masonry as may be required route asshown on the drg. Or as directed by the Engineer. complete with allconduit and wiring accessories. 6 Ckts. 2,000 12,000 2,000 12,000 4,982 29,892

Pvc Pipe5 Pvc conduit 50 mm dia complete with all bends, tees, boxes, saddles

etc for concealed wiring, supply and fixing. 60 Mtr 300 18,000 300 18,000 358 21,480

6 Pvc conduit 100 mm dia complete with all bends, tees, boxes, saddlesetc for concealed wiring, supply and fixing. 30 Mtr 450 13,500 500 15,000 674 20,220






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Power controlled cable7 Wiring in conduit concealed with single core Pvc insulated cable

installed and connected, complete (exclusive of conduit) one singlecore cable 10mm2, supply and fixing. 120 Mtr 350 42,000 800 96,000 167 20,040

8 Cable electric LT,600/1000 volts, insulated overall stranded copperconductor 35mm2 4-core un-armoured cable laid in 100mm pvcpipe,including excavation and back filling , supply and fixing.(fromMDB to Tube Well DB) 400 Mtr 3,200 1,280,000 3,800 1,520,000 2,543 1,017,200

Switch Socket Outlets9 Switch SP 10 Amps one way gang type mounted in cast or malleable

iron galvanized conduit box with solid metal or bakelite plate, supplyand fixing. 36 Each 250 9,000 400 14,400 581 20,916

10 Switch SP socket outlet 3 pin, 5 Amps bakelite shuttered patterncomplete, supply and fixing. 6 Each 500 3,000 600 3,600 797 4,782

11 Switch SP socket outlet 3 pin, 15 Amps shuttered pattern mounted inbakelite box complete, supply and fixing. 3 Each 600 1,800 900 2,700 1,162 3,486

Fans12 Copper Fan electric with fan dimmar,box, blades, canopy and rod

including connections, provision of cables and ceiling rose for fan 140cm sweep of approved type, supply and fixing. 3 Each 4,500 13,500 5,000 15,000 6,642 19,926

13 Copper Fan electric AC exhaust 60cm 220/230 volts SP complete,supply and fixing. 3 Each 3,000 9,000 3,000 9,000 4,982 14,946

LIGHT FITTINGS14 Ceiling mounted 14watts LED light fixture approved type complet with

all instalation accessories supply and fixing. 18 Each 2,300 41,400 2,500 45,000 280 5,040

15 Bulk head fittings cost iron, without guard topped wall mounted IP-5520mm ET according to BSS No. 229 of 1957 supply and fixing.

12 Each 1,500 18,000 1,500 18,000 5,000 60,000




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EARTHING16 Providing installing connecting and testing of Earthing sets of 18" x

18" x 1/8" thick copper plate buried at 15 ft. deep in the ground or tothe depth of water level which over is more work to include digging ofearth pit and refilling with sand, complete with necessary salt andshora 50 Kg. each to make the specified results according to IEEregulation, and latest B.S. standards. Complete with all accessories,like brass nut-bolts and washer etc. as per Engineer approval. Theearth pit should be at 8 feet away from the building foundation.

3 No. 35,000 105,000 50,000 150,000 99,630 298,890

17 Providing , laying and connecting 3/0 SWG hard drawing bare copperleads from Earthing plates to panels (MDB's) as shown on the drg. Oras directed by the Engineer. The copper leads to be laid in suitablesize of G. I. Pipe complete with all G. I. pipe and other accessories.

30 Mtr 900 27,000 1,500 45,000 1,904 57,120

Distribution board18 Providing, installing, connecting, testing and commissioning

distribution board wall/floor mounted housed in 16 SWG sheet steelhousing, dust proof, hinged door/lock, suitable for. 500 volts, 3 phase,4 wires and earth terminal AC system as approved by the Engineer.The panel comprises of:-

a Distribution boardIncoming1-125 A TP Mccb 13KA3-Indication lamps1-Voltmeter scaled-0-500 V1-Volt selector switch1-Ammeter scaled-0-100A1-Amps selector switch3-curent transfer scaled-5-100A

Outgoing1-100 A TP Mccb 10KA (for DB-P)1-15 A TP Mcb 7.5KA 3-10 A SP Mcb-6 KA3-15A SP Mcb-6KA 3 Job. 75000 225,000 60000 180,000 62900 188,700

1,898,300 2,218,700 1,910,495 Amount Rs.


Over Head TankPage 1 of 8

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Over Head Tank (Capacity 1 Lac Gallons) - (Civil Works)


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ad Tank (1 Lac Gallons)Note:



(iii) Excavation of trenches for foundation of building, laying ofsewer lines, Water supply lines or Storm Water Drains will becarried out as per the drawings and specification. Payment oftrench volume will be paid strictly as per the drawings andspecifications.The work of trench excavation consist of furnishing all plant,labour, equipment, appliances and materials etc. The water pumped and drained from trenches shall be disposedoff in a manner approved by the Engineer. The contractor shallbuild all temporary drains and do ditching required in thisconnection and shall also take necessary pre-cautions againstflooding at no extra cost.



(vi) The contractor should submit the methodology of dewatering ofwater from trenches for approval of the Engineer. It may also benoted that approval of the methodology will not relieve thecontractor from any of his responsibilities/ obligations.






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1 Earthwork excavation as shown in drawings including shutteringand timbering, dressing to correct section and dimensionsaccording to templates and levels, and removing surface water,in all types of soil except shingle, gravel and rock:-

0 ft. to 7.0 ft. (0 to 2.10 m) depth 5,699 Cft 3.56 20,289 15.00 85,485 10.00 56,990 7.1 ft. to 15 ft. (2.10 to 4.5 m) depth 1,938 Cft 5.96 11,555 15.00 29,070 20.00 38,760

2 Earthwork excavation below sub-soil water level to correctsection and dimensions according to drawings, templates andlevels, including shoring, timbering and shuttering of M.S.sheets on both sides of the trenches, back filling with wateringand ramming earth under floors with surplus earth fromfoundation, etc. (Cost of dewatering deem to be included in thisrate)i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth below SSWL. 860 Cft 12.46 10,716 36.00 30,960 40.00 34,400 ii) 4.01 ft. to 8.0 ft. (1.22 to 2.4 m) depth below SSWL. 1,722 Cft 14.29 24,614 20.00 34,440 60.00 103,320 iii) Exceeding 8 ft. (2.4 m) depth below SSWL. 3,765 Cft 17.35 65,322 12.00 45,180 80.00 301,200

3 Back filling, watering and ramming earth under floors withsurplus earth from foundation, etc. 5,600 Cft 1.97 11,029 10.00 56,000 7.00 39,200

4 Confirmatory boring (NX Size) 50 Rft 1,363.53 68,177 1,400.00 70,000 495.00 24,750

5 Cement concrete plain including placing, compacting, finishingand curing complete including screening and washing of stoneaggregate:-(Ratio 1:4:8, Minimum cylinder strength 1000 PSI @ 28 days).

369 Cft 147.39 54,387 170.00 62,730 190.00 70,110

6 Cast in place piles upto 1.00 M dia in normal soil (Boring Only)400 Rft 1,712.44 684,976 2,000.00 800,000 1,050.00 420,000

7 Pile load test upto 550 TON 1 Each 1,007,092 1,007,092 1,300,000 1,300,000 1,210,000 1,210,000




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8 Supplying and laying polythene sheet over D.P.C..floors and onroofs, etc. 500 gauge (0.005" thick)ratio also includes overlaps

2,567 Sft 2.80 7,188 6.00 15,402 6.00 15,402


10 Cement concrete plain including placing, compacting, finishingand curing complete including screening and washing of stoneaggregate:-(Ratio 1:3:6, having minimum cylindrical compressive strengthof 1500 Psi @ 28 days). 688 Cft 165.93 114,158 155.00 106,640 180.00 123,840

11 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.):- Reinforced cement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc and other structuralmembers other than those mentioned in above not requiringform work (i.e. horizontal shuttering) complete in all respects:-(nominal mix 1:1:2, Minimum compressive cylindrical strengthof 4000 PSI @ 28 days).

4,027 Cft 303.05 1,220,382 490.00 1,973,230 410.00 1,651,070




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12 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.):-Reinforced cement concrete in roof slab, beams, columnslintels, girders and other structural members laid in situ orprecast laid in position, or prestressed members cast in situ,complete in all respects:-(nominal mix 1:1:2, having minimum compressive cylindricalstrength of 3500 PSI @ 28 days).

a) Upto 6m height 1,390 Cft 371.30 516,107 570.00 792,300 460.00 639,400 b) From 6 m upto 12 m height 1,382 Cft 386.93 534,736 600.00 829,200 475.00 656,450 c) From 12 m upto 15 m height 688 Cft 396.70 272,928 690.00 474,720 485.00 333,680 d) From 15 m upto 18 m height 679 Cft 406.47 275,990 790.00 536,410 495.00 336,105 e) From 18 m upto 21 m height 1,329 Cft 416.23 553,174 900.00 1,196,100 510.00 677,790 f) From 21 m upto 24 m height 3,407 Cft 426.00 1,451,385 1,200.00 4,088,400 525.00 1,788,675 g) From 24 m upto 27 m height 2,107 Cft 435.77 918,165 1,400.00 2,949,800 550.00 1,158,850

13 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 rustfrom bars):- Deformed bars (Grade-60)

70,201 Kg 119.82 8,411,624 130.00 9,126,130 115.00 8,073,115

14 Geo Technical Report 1 Job 1,000,000 1,000,000 200,000 200,000 500,000 500,000

15 Add extra for providing and mixing pudlo or other similarapproved water proofing material added to cement @ 5% byweight of cement. 4015 Kg 35 140,525 78 313,170 138 554,070

16 Providing construction joints in concrete work of 9" widecorrugate PVC water stop (with bulb) including soldering, costof material and labour etc. complete. 425 Rft. 250 106,250 280 119,000 297 126,225




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17 Supply & fix, Galvanized M.S Cover & frame 750mm x 750mmx 3/8" rectangular with 2" x 2" x 1/4" Angle iron frame fixed in(Roof Opening) i/c painting with anticorrosive paint, a coat ofred zinc paint complete as per drawings direction of theEngineer. 53 Kg 160 8,480 250 13,250 385 20,405

18 Supply and fix galvanized guard bars, grills, railing, laddersbrackets, hooks hold fasts and frames of required section asshown in the drawings etc, cut to dead length, reduced to size,shape, figure etc., including punching / drilling holes ifnecessary and fixing, assembling by welding or with the use ofbolts, nuts, rivets washers et., and erection / fixing in positionincluding making good the disturbed surface.

105 Kgs 180 18,900 250 26,250 440 46,200

19 Providing and fixing stair railing comprising galvanized pipehorizontal rail 38mm dia on top, centre, bottom and vertical postat each alternate step as shown on drawings and directed bythe Engineer. (Contractor to submit shop drawing to Engineerfor approval before execution.) 158 Rft 1,200 189,600 1,400 221,200 633 100,014

20 Providing and fixing best quality golden teak wood built in frame(chowkat) with 1/2 inch (13mm) thick golden teak wood beadingas stopper for doors complete all as per drawing and directionof the Engineer. 2 Cft. 3,000 6,000 6,000 12,000 8,800 17,600

21 Providing & fixing 1-3/4" thick flush / Glazed door with teakveneered (Both side) Formica pressed including complete oxideiron mongory i/c door lipping hinges, handles & door stopper,etc. as per drawings and instructions of the Engineer.Contractor to make detailed shop dwgs for the approval ofconsultant before start of work. (cost of chowket to be paidseparately)

a) Wooden single shutter flush door. 18 Sft. 350 6,300 900 16,200 990 17,820

22 Applying French or spirit polishing, two coat of approved makeon wood work at any height in any floor. 41 Sft. 20 820 130 5,330 77 3,157




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23 Providing & fixing heavy duty Aluminum powder coatedwindows/ventilators using heavy duty extruded deluxe powdercoated section 2mm thick including all standard hardwareimported glass, pvc gasket etc, complete in all respect as perinstructions of the Engineer. Contractor to make detailed shopdrawings for the approval of consultant before start of work.

a) Aluminum glazed partly fixed and partly sliding window 126 Sft. 994 125,244 700 88,200 825 103,950

24 Supplying, hoisting and fixing in position of Steel Wire RopeCable with brass Pulleys as per the section shown in thedrawings including embossed words aluminum scale levelindicator, G.I Pipe, L frames, Stands, shafts, jointing, drillings,nuts, bolts, and copper float assembly complete in all respectas per drawing design and as per direction of the Engineer.

1 Job. 50,000 50,000 150,000 150,000 165,000 165,000

25 Supplying and fixing of C.I Sluice valve (imported) PN-16 ratingwith flanged ends drilled and having all cast iron components asper B.S Standards 5163, solid forged bronze inside screwspindle. Spindle nut valve and seat faces of hard wear resisting,manufactured from gunmetal, painted black all over withasphalt base paint, i/c jointing & fitting etc. complete in allrespect and as per direction of the Engineer.

a) 150 mm Dia 1 No. 28,524 28,524 25,000 25,000 60,500 60,500 b) 200 mm Dia 1 No. 53,872 53,872 50,000 50,000 110,000 110,000 c) 300 mm Dia 1 No. 99,638 99,638 100,000 100,000 121,000 121,000 d) Non return valve 300 mm Dia 1 No. 120,000 120,000 125,000 125,000 60,500 60,500 e) Altitude valve 200 mm Dia 1 No. 445,000 445,000 350,000 350,000 88,000 88,000

26 Providing & fixing M.S pipe made out of M.S sheet 7.9 mm thickconforming to API 5L grade X-42 helical seam submerged arcwelded carbon steel pipe with externally coated of 3-layerpolyethylene and epoxy coated internally conforming to B.Sspecification including clamps, nuts, bolts, jointing, testing andall other necessary accessories required for fixing etc completein all respect and as per direction of the Engineer.

a). M.S Pipe 150 mm dia. 33 Rft 3,146 103,818 3,500 115,500 5,500 181,500




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b). M.S Pipe 200 mm dia. 82 Rft 4,162 341,321 5,200 426,400 7,150 586,300 c). M.S Pipe 300 mm dia. 98 Rft 6,194 607,056 6,500 637,000 8,250 808,500

27 Providing & laying M.S fittings made out of M.S sheet 7.9 mmthick conforming to API 5L grade X-42 helical seam submergedarc welded carbon steel pipe with internally & externally epoxycoated conforming to B.S specification including nuts, bolt,packing, jointing, testing etc complete in all respect and as perdirection of the Engineer.

a) 200mm Dia. Elbow 90o 3 No. 11,748 35,244 11,000 33,000 8,800 26,400 b) 300mm Dia. Elbow 90o 3 No. 24,128 72,384 24,000 72,000 16,500 49,500 c) 300mm Dia. Equal Tee 1 No. 27,610 27,610 29,000 29,000 20,900 20,900 d) 300mm x 300mm x 300mm Dia. Y Tee 1 No. 27,804 27,804 29,000 29,000 38,500 38,500 e) Bell mouth 150mm Dia 1 No. 6,914 6,914 7,000 7,000 9,900 9,900 g) M.S Flanges 200mm Dia. 6 No. 3,398 20,388 4,000 24,000 1,100 6,600 h) M.S Flanges 300mm Dia. 12 No. 5,365 64,380 6,000 72,000 2,750 33,000 i) M.S Flanges Reducer 200mm x 150mm Dia. 1 No. 4,029 4,029 5,000 5,000 8,800 8,800

28 Providing and fixing CI Goose Neck Vent 4" Dia. with aluminumgrating as per drawings design suitable for fixing in the roof ofover head tank weighing 40 Kg each. Complete in all respect asper drawing design and approval of the Engineer

2 No. 5,500 11,000 7,000 14,000 9,900 19,800

29 Connection of OH Tank outlet pipe with the internal watersupply network of the campsite. 1 Job. 50,000 50,000 60,000 60,000 16,500 16,500

30 Connection of OH Tank inlet pipe with the water supply sourceof the campsite. 1 Job. 50,000 50,000 60,000 60,000 16,500 16,500

31 Providing and fixing C.I Flanged 150mm dia float valve(Imported) along with all accessories required & as perspecifications & direction of the Engineer. 1 No. 115,000 115,000 90,000 90,000 16,500 16,500




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32 Construction of chamber. The dimensions are as under. Thework comprises of 9" thick B.B masonry walls set in cementmortor 1:3, 6" thick bottom slab of RCC 1:2:4 on 4" C.C 1:4:8bed, top slab of chamber will be 6" thick RCC 1:2:4 with and i/c18"x18" C.I cover with frame, providing 2 layers of bitumencoating water proofing membrane on outer surface of walls incontact with earth, including excavation, backfilling, disposal ofsurplus earth to designated area 3/4" thick cement sand plaster(1:3) on inner and outer surfaces of wall cost of steel etc.complete as per drawing & as per direction of the Engineer.

Size 4'x4'x depth (As Per Drawing) 3 Nos. 84,000 252,000 81,000 243,000 49,500 148,500 20,480,643 28,397,872 21,899,423 Amount Rs.


Summary - Fire StationPage 1 of 1



B (i) Civil Work 19,160,839 23,051,848 20.31% 26,999,585 40.91%

B (ii) Plumbing Work 650,400 652,050 0.25% 292,900 -54.97%

B (iii) Electrical Work 1,273,600 1,346,000 5.68% 2,377,744 86.69%

21,084,839 25,049,898 18.81% 29,670,229 40.72%

B - Construction of Fire Station Building

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SUMMARY - Fire Station



Fire Station-CivilPage 1 of 10

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Fire Station (Civil Works)


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B (i) - Civil Work Note:












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12,313 Cft 4.12 50,710 12.00 147,756 10.00 123,130


3 Supplying and laying polythene sheet over D.P.C. under floorsand on roofs, etc. 500 gauge (0.005" thick)the ratio Includesoverlaps. 10,563 Sft 2.80 29,576 6.00 63,378 6.00 63,378


5 Cement concrete plain including placing, compacting, finishingand curing complete (including screening and washing of stoneaggregate):Ratio 1: 4: 8 4,080 Cft 147.39 601,355 190.00 775,200 190.00 775,200

6 Cement concrete plain including placing, compacting, finishingand curing complete (including screening and washing of stoneaggregate):Ratio 1: 3: 6 803 Cft 165.93 133,240 250.00 200,750 180.00 144,540




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7 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc and otherstructural members other than those mentioned in above notrequiring form work (i.e. horizontal shuttering) complete in allrespects:-Type B (nominal mix 1: 1½: 3)(Minimum cube crushingstrength of 3750 lbs @28days)

6,117 Cft 247.30 1,512,734 290.00 1,773,930 410.00 2,507,970

8 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):-Reinforced cement concrete in roof slab, beams, columnslintels, girders and other structural members laid in situ orprecast laid in position, or prestressed members cast in situ,complete in all respects:-(nominal mix 1: 1½: 3)(Minimum cube crushing strength of3750 lbs @28days)

a) Upto 6m height 4,235 Cft 320.30 1,356,471 380.00 1,609,300 500.00 2,117,500 b) From 6m to 12m height 7,077 Cft 335.93 2,377,377 400.00 2,830,800 510.00 3,609,270

9 Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour chargesfor binding of steel reinforcement (also includes removal of rustfrom bars):-(Deformed bars (Grade-60) Tensile strength 60000 PSI) 48,751 Kg 119.82 5,841,442 124.00 6,045,124 115.00 5,606,365




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10 Pacca brick work in ground floorcement, sand mortar Ratio 1:6a) Ground Floor 1,927 Cft 167.90 323,547 210.00 404,670 220.00 423,940 b) First Floor 2,180 Cft 173.16 377,479 210.00 457,800 225.00 490,500 c) Second Floor 872 Cft 179.76 156,747 210.00 183,120 230.00 200,560

11 Cement plaster 1:4 upto 20' (6.00 m) height:-½" (13 mm) thicka) Upto 6m height 16,346 Sft 13.85 226,441 35.00 572,110 30.00 490,380 b) From 6m to 9m height 762 Sft 15.48 11,793 45.00 34,290 35.00 26,670

12 Cement plaster 1:4 upto 20' (6.00 m) height:-¾" (20 mm) thicka) Upto 6m height 6,319 Sft 18.91 119,518 38.00 240,122 35.00 221,165 b) From 6m to 9m height 4,600 Sft 20.54 94,470 40.00 184,000 40.00 184,000

13 Providing and laying damp proof course of 2" thick (50 mm)cement concrete 1:2:4 (using cement, sand and shingle),including two coats of bitumen coating with bitumen and onecoat polythene sheet 500gauge. 3,938 Sft 50.95 200,621 65.00 255,970 70.00 275,660

14 Providing and laying roof insulation, comprising of single layerof tiles 9"x4½"x1½" (225x113x40 mm) grouted with cementsand mortar 1:3 laid over 2" (50 mm) thick earth (including mudplaster) over Thermopore sheet ¾ " (20 mm) thick, overpolythene sheet 300 gauge over a layer of bitumen, completein all respects. 3,938 Sft 70.23 276,572 90.00 354,420 88.00 346,544

15 Preparing surface and painting with emulsion paint or as perdrawings & Specifications.a) first coat 11,909 Sft 3.83 45,617 10.00 119,090 8.00 95,272 b) 2nd coat 11,909 Sft 2.97 35,346 6.00 71,454 8.00 95,272


17 Distempering new surface two coats. 5,198 Sft 2.54 13,216 12.00 62,376 18.00 93,564




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18 Providing and applying weather shield paint of approved qualityon external surface of building including preparation of surface,application of primer complete in all respect:( new surface )

a) 1st coat 12,110 Sft 11.17 135,269 12.00 145,320 35.00 423,850 b) 2nd coat 12,110 Sft 5.65 68,379 8.00 96,880 15.00 181,650

19 Preparing surface and painting of doors and windowsany type (including edges):-a) Priming coat. 1,117 Sft 3.20 3,576 5.00 5,585 9.00 10,053

20 Preparing surface and painting of doors and windowsany type (including edges):-b) 1st coat of paint. 1,117 Sft 2.33 2,599 12.00 13,404 11.00 12,287 c) 2nd coat of paint. 1,117 Sft 2.33 2,599 10.00 11,170 9.00 10,053

21 Providing and laying stone soling 6" in layers under foundationincluding packing with spawls and chips & consolidating.

4,252 Cft 45.00 191,340 70.00 297,640 99.00 420,948

22 Providing and laying Light color matt finish ceramic tiles size400 x 400 mm (16" x 16") in floor, laid in white cement mortarwith matching color pigment over 25mm (1) thick bedding ofcement sand mortar 1:2 at ground floor, including jointing andcuring complete in all respects as per drawings and inaccordance with the specifications.

a). Ground Floor 445 Sft 137.37 61,130 220.00 97,900 171.00 76,095 b). First Floor 973 Sft 137.37 133,661 220.00 214,060 171.00 166,383

23 Providing and fixing 6mm (1/4") thick light color matt finishceramic tiles size 150 x 150 mm (6" x6") in dado / skirting laidin white cement mortar with matching color pigment over 1/2"thick base of cement sand mortar (1:3) at ground floorincluding jointing and curing complete in all respects as perdrawings and in accordance with the specification.

a). Ground Floor 314 Sft 147.23 46,230 190.00 59,660 143.00 44,902 b). First Floor 1,053 Sft 147.23 155,033 190.00 200,070 143.00 150,579




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24 Providing and fixing Botocina / China Verona (Marble) tiles ofapproved shade in one piece 3/4 '' Thick on Tread with 1:4Cement sand mortar base of required thickness to achieve aminimum over all finished 2'' , washing the tiles with matchingcolour including curing, rubbing, chemical polishing etc,complete in all respect and as per direction of the Engineer.)(In Steps at any height in any floor).

176 Sft 330.00 58,080 350.00 61,600 660.00 116,160

25 Providing and fixing Botocina / China Verona (Marble) tiles ofapproved shade in one piece on Risers 3/8 '' thick over 1/2''(13mm) thick base of cement sand mortar 1:3 setting of tiles inslurry of grey cement over mortar base including filling thejoints and washing the tiles with white cement slurry , curing,finishing, cleaning and chemical polishing etc, complete in allrespect and as per direction of the Engineer. in skirting &risers at any height in any floor). (For Main Entrance, )

180 Sft 225.00 40,500 230.00 41,400 660.00 118,800

26 Providing and fixing Botocina / China Verona (Marble) tiles 12"x 12" of approved shade 3/4 '' Thick 1:4 Cement sand mortarbase of required thickness to achieve a minimum over allfinished thickness 2'' , washing the tiles with matching colourgrout including curing, rubbing, chemical polishing , cutting,grinding, slopping etc, complete in all respect and as perdirection of the Engineer.)

965 Sft 275.00 265,375 270.00 260,550 220.00 212,300

27 Providing & laying gloss finish Porcelain Tiles of approvedmake, shade, color, pattern and design laid over 1-1/2" thickCement Sand mortar 1:4 in floor & 3/4" thick in skirting withslurry of gray cement filing the joints with surly of white cementand approved grout of matching color, curing, finishing andcleaning on completion at any height in any floor, all as perapproved & directions of the Engineer.

773 Sft 210.00 162,330 260.00 200,980 264.00 204,072




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28 Providing and applying Non-Slip multilayered Epoxy FloorCoating System in three Layers of 100 micron each (Total 300micron) including surface preparation and application of primerinto absorbent sub floors.& Wall 3,728 Sft 200.00 745,600 250.00 932,000 385.00 1,435,280

Doors29 Providing & fixing Wooden door shutter of approved shape &

design including the cost of wooden door frame, locks, handle,door stopper, door beading, hinges. etc complete as perdrawing, specification & direction of the Engineer.

a) Double Shutter By Fold Door One Way Swing IncludingHeavy Duty Locks, Minimum 4 Hinges. 731 Sft 850.00 621,350 900.00 657,900 2200.00 1,608,200 b) Wooden Frame Double Shutter One Way Swing IncludingHeavy Duty Locks, Minimum 4 Hinges. 44 Sft 850.00 37,400 1200.00 52,800 1980.00 87,120 c) Wooden Frame Single Shutter One Way Swing SolidFlush Door With oak Ply Polish Finish On Both Side AsApproved, Wooden Lipping All Around Including Heavy DutyLocks, Minimum 4 Hinges 206 Sft 850.00 175,100 1200.00 247,200 842.00 173,452 d) Wooden Frame Single Shutter Solid Flush Door One WaySwing With oak Ply Polish Finish On Both Side As Approved,Wooden Lipping All Around. And Kick Plat In Side 12" HighIncluding Heavy Duty Locks, Minimum 4 Hinges

136 Sft 850.00 115,600 1200.00 163,200 952.00 129,472

30 Providing and fixing best quality deodar frames / Chowkhats ofdoors, windows and ventilators etc as required. The cost alsoincluding all carriage, tools and plants used in making andfixing. 43 Cft 5500.00 236,500 8000.00 344,000 3500.00 150,500

Windows / Ventilators




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31 Providing & fixing glazed Bronze anodized or Powder coatedAluminum window / Ventilators as per British standardmanufactured by Lucky, Alcop, Krudson, Pakistan Cables andA.C.P. (fixing though their approved fabricators), of approvedmodel section double or single glazed (size as per drawing)including the cost of aluminium netting, fitting, with allaccessories cutting hole etc. and making good damages towalls etc. complete as including all standard hardwareimported glass, pvc gasket etc, complete in all respect as perinstruction of the Engineer. Contractor to make detailed shopdrawings for the approval of consultant before start of work.

a) Aluminium Sliding double glazed window 6mm Glass withfly proof net on the inside 441 Sft 1000.00 441,000 1000.00 441,000 1540.00 679,140

b) Aluminium Sliding Single glazed window 6mm Glass withfly proof net on the inside 92 Sft 1000.00 92,000 1000.00 92,000 825.00 75,900

c) Aluminium double glazed openable Ventilator on Top hang6mm Glass with fly proof net on inner inside 21 Sft 2750.00 57,750 3000.00 63,000 1650.00 34,650

32 Providing and fixing G.I frames / (6" thick width Chowkhats ofdoors, windows & ventilator using 20 gauge G.I sheet includingwelded hinges and fixing at site with necessary hold fast , fillingwith cement sand slurry of ratio 1:6 and repairing the jambs.The cost also including all carriage, tools and plants used inmaking and fixing.

489 Rft 150.00 73,350 220.00 107,580 509.00 248,901

33 Providing and fixing M.S railing of 3'-2" height comprising ofhorizontal Pipe Rail & Baluster 60mm dia (O.D) at top, 20mmdia shaft at centre & bottom and 38mm dia vertical post ateach alternate step all as per drawings and directions of theEngineer with & i/c. flange and flange cover, cutting holes,welding and all required accessories for fixing and makinggood the damages & painting with anti corrosive paint etc,complete (Contractor to submit shop drawing to Engineer forapproval before execution.) 581 Kg 200.00 116,200 210.00 122,010 275.00 159,775




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34 Providing and fixing 60mm dia (O.D) M.S Pipe Horizontal HandRail with flange, flange cover, wall brackets all as per drawingsand directions of the Engineer with & i/c. flange and flangecover, cutting holes, welding and all required accessories forfixing and making good the damages & painting with anticorrosive paint etc, complete (Contractor to submit shopdrawing to Engineer for approval before execution.)

302 Kg 200.00 60,400 225.00 67,950 275.00 83,050

35 Providing and fixing 1-1/4 inch (32mm) thick best qualitydeodar wood planking in shelves or almirahs with or withoutdeodar wood battens 1" x 1-1/2" (25mm x 38mm) fixed in wallswith screws and rawal plugs etc., as required.

221 Sft 650.00 143,650 500.00 110,500 2200.00 486,200

36 Providing and laying cement concrete paving stone 60m thickin grey colour as in floors, foot paths etc. of approved pattern /shape (hydraulically compressed ) laid and jointed in sandincluding 50mm thick sand bed as laying coarse all asspecified. (Exterior Flooring) 1,056 Sft 130.00 137,280 125.00 132,000 105.00 110,880

37 Making and fixing steel grated door/gate complete with lockingarrangement angle iron frame 2"x2"x3/8" and 3/4"Square bars@ 4" c/c i/c 2"x2" solid square bars with 2Nos. holdfast i/c 1No.Catori for each frame at columns side, i/c Brass metal plate formonogram and Guide track as per approved design i/c cost oferection of steel gate and fixing in R.C.C columns complete asper instruction of Engineer-incharge. (Contractor to submitshop drawings for approval of consultant before start of work.)

1,827 Kg 223.00 407,421 200.00 365,400 242.00 442,134




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38 Construction of chamber. The dimensions are as under. Thework comprises of 9" thick B.B masonry walls set in cementmortor 1:3, 6" thick bottom slab of RCC 1:2:4 on 4" C.C 1:4:8bed, top slab of chamber will be 6" thick RCC 1:2:4 with and i/c18"x18" C.I cover with frame, providing 2 layers of bitumencoating water proofing membrane on outer surface of walls incontact with earth, including excavation, backfilling, disposalof surplus earth to designated area 3/4" thick cement sandplaster (1:3) on inner and outer surfaces of wall cost of steeletc. complete as per drawing & as per direction of theEngineer.

Size 4'x4'x depth (As Per Drawing) 1 Nos. 84,000 84,000 81,000 81,000 49,500 49,500 19,160,839 23,051,848 26,999,585 Amount Rs.


Fire Station-PlumbingPage 1 of 5

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : M-3 Industrial City, FaisalabadName of Work : Development Works of Buildings & Water Reservoir for (Phase 1B)Location : FaisalabadSub-Head : Construction of Fire Station (Plumbing Works)


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B (ii) - Plumbing Work TOILET FITTINGS & ACCESSORIES

1 Providing, fixing Asian type water closet with low down flushingcistern connecting pipe complete with all accessories andfittings waste and traps, CP. flexible pipe, including tee stopcock with check nuts, all joints plugging and screwing asnecessary to the structure. 3 Nos. 10,600.00 31,800 10,000.00 30,000 10,835.00 32,505

2 Providing, fixing wash basin half pedistal with all accessoriessuch as basin hot/cold mixture, tee stop cocks with check nuts,CP. flexible pipe, uPVC waste pipe, CP waste coupling,bracket set, CP bottle trap and silicon sealant, all joint toservice and drain, plugging and screwing as necessary to thestructure etc. Complete in all respect.

1 Nos. 12,500.00 12,500 11,000.00 11,000 11,000.00 11,000

3 Providing, fixing wash basin (Vanity type) with all accessoriessuch as basin hot / cold mixture, tee stop cocks with checknuts, CP. flexible pipe, uPVC waste pipe, CP waste coupling,bracket set, CP bottle trap and silicon sealant, all joint toservice and drain, plugging and screwing as necessary to thestructure etc. complete in all respect.

2 Nos. 18,500.00 37,000 13,000.00 26,000 16,500.00 33,000

4 Providing, fixing, testing & commissioning of shower setincluding 1No.Bib cock, shower head, or complete exposedtype mixture set complete in all respect alll joint to service anddrain, plugging and sceewing as necessary to the structure.

2 Nos. 18,200.00 36,400 13,000.00 26,000 8,250.00 16,500


M/s. QAP Engineers M/s. NLC EngineersENGINEER'S ESTIMATE




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5 Providing, fixing S.S. Kitchen sink including all accessoriessuch as hot/cold mixture, wall type with check nuts, uPVCwaste pipe, CP waste coupling, bracket set, CP. bottle trap andall joints to service and drains plugging and screwing asnecessary to the structure complete in all respect etc.

a) Single bowl single drain 1 No. 12,500.00 12,500 12,000.00 12,000 11,000.00 11,000

6 Providing and fixing bathroom accessories as per approved listof manufacturer including fixing with Rawal plug of approvedquality complete in all respect.

a) Soap Dish 2 Nos. 350.00 700 350.00 700 770.00 1,540 b) Bib cock 3 Nos. 750.00 2,250 1,200.00 3,600 880.00 2,640 c) Coat Hook 8 Nos. 350.00 2,800 300.00 2,400 880.00 7,040

WATER SUPPLY SYSTEM7 Providing & fixing, jointing, testing of polypropylene pipe(PN-

20) BS 5174 or DIN 8077 including specials fittings such ashanging system, sockets, tees, elbow, bends, reducers, plugsand union etc. MS.supported walls or buried in walls / floor orsuspended from roof slab as per specification & detail drawingincluding color coding complete in all respect. (For cold & hotwater )

a) 1/2" dia (Internal Dia) 60 Rft. 180.00 10,800 170.00 10,200 60.00 3,600 b) 3/4" dia (Internal Dia) 120 Rft. 190.00 22,800 190.00 22,800 75.00 9,000 c) 1" dia (Internal Dia) 35 Rft. 210.00 7,350 210.00 7,350 95.00 3,325 d) 1-1/4" dia (Internal Dia) 30 Rft. 260.00 7,800 260.00 7,800 110.00 3,300 e) 2" dia (Internal Dia) 15 Rft. 290.00 4,350 300.00 4,500 145.00 2,175

8 Providing & fixing, jointing, testing of G.I. pipes accordancewith BS-21 medium quality pipe for exposed water supplypiping system show on the drawing including specials fittingssuch as hanging system, sockets, tees, elbow, bends,reducers, plugs and union etc. MS.supported walls or buried inwalls / floor or suspended from roof slab as per specification &detail drawing including color coding complete in all respect.

a) 1" dia 90 Rft. 110.00 9,900 170.00 15,300 84.15 7,574 c) 1-1/2" dia 10 Rft. 220.00 2,200 230.00 2,300 122.05 1,221




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9 Providing, fixing, testing & commissioning of hot water gasfired geyser including inlet/ outlet connections, pressure reliefvalve automatic air vent etc. complete in all respects.

a) 30 gal. Capacity 2 Nos. 35,000 70,000 35,000 70,000 22,000 44,000

10 Providing and fixing of full way gate / ball valves of bronze trimup to 3"dia. With threaded ends and cast iron body bronze trimflanged ends for 4" dia. and above with all additional materialrequired for a complete installation as described in the asshown on drawings and as approved by the Engineer.

a) 1" dia 1 No. 2,350.00 2,350 2,200.00 2,200 347.45 347 b) 1-1/4" dia 1 No. 3,200.00 3,200 3,000.00 3,000 377.50 378 c) 1-1/2" dia 1 No. 5,200.00 5,200 5,000.00 5,000 395.00 395

11 Gooseneck.a) 4" dia 1 No. 5,800.00 5,800 6,000.00 6,000 500.00 500

SOIL, WASTE & VENT SYSTEM12 Providing and fixing in position uPVC pipes push fit type for

soil, waste, water & vent pipe as embedded in floor and wall orsuspended from slab or clamped to wall including plugs,specials (bend, tees, Y-tee etc.) Making requisite number ofholes with pvc sleeve pipe class "B" in walls and floors whererequired and making good the same as necessary to thestructure labeling testing to 6.5 Ft. water height complete.

a) 2" dia 30 Rft. 180.00 5,400 190.00 5,700 90.00 2,700 b) 3" dia 100 Rft. 380.00 38,000 360.00 36,000 105.00 10,500 c) 4" dia 80 Rft. 460.00 36,800 500.00 40,000 150.00 12,000

13 Providing and fixing uPVC cowl for vent pipe of the followingdia. including all accessories complete.

a) 3" dia 2 Nos. 350.00 700 500.00 1,000 150.00 300 b) 4" dia 2 Nos. 400.00 800 600.00 1,200 200.00 400




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14 Providing and fixing uPVC floor drain / Floor Gully of approveddesign with S.S. (304) grating with polish finish includingrequisite number of holes with pvc sleeve pipe in wall plinth orfloor for pipe connection and making good the same asnecessary to the structure complete including gasket andclamp complete.

a) 3" dia 4 Nos. 5,500.00 22,000 5,000.00 20,000 250.00 1,000

15 Providing and fixing uPVC floor clean out of approved designwith S.S. (304) polish finish cap including requisite number ofholes with pvc sleeve pipe in wall plinth or floor for pipeconnection and making good the same as necessary to thestructure complete including gasket and clamp complete.

a) 3" dia 4 Nos. 5,200 20,800 5,000 20,000 275 1,100

EXTERNAL SEWER & MANHOLES16 Providing, fixing uPVC class 'B' pipe for sewer system

including excavation prepration of compacted make smoothbed & backfilling as per detail drawing complete in all respect.

a) 6" dia 20 Rft. 900 18000 1200 24,000 180 3,600

17 Construction of manholes rectangular or circular as described,excavation 24" deep to 48" deep with materials iron steps (inangles 116" centers) 6" thick block masonry walls completewith CC, cover removing and backfilling.

a) 24" x 24" size 2 Nos. 15000 30000 20000 40,000 10000 20,000 .

18 Construction & installation of gully trap including C.I covers,frames, excavation, CC wall internal plaster inlet outletconnection pipe.

a) 10" x 10" size 1 Nos. 4200 4200 5000 5,000 2840 2,840 .




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RAIN WATER SYSTEM19 Providing and fixing in position uPVC pipes push fit type for

rain water pipe in wall or suspended from slab or clamped towall including plugs, specials (bend, tees, Y-tee etc.) Makingrequisite number of holes with pvc sleeve pipe class "B" inwalls and floors where required and making good the same asnecessary to the structure labeling testing to 6.5 Ft. waterheight complete.

a) 4" dia 100 Rft. 460.00 46,000 470.00 47,000 160.00 16,000

20 Providing and fixing S.S type rain water grating of approveddesign including requisite number of holes with pvc sleevepipe in wall plinth for pipe connection and making good thesame as necessary to the structure complete including gasketand clamp complete.

a) 4" dia 4 Nos. 5,000.00 20,000 5,000.00 20,000 355.00 1,420

FIRE FIGHTING SYSTEM21 Providing and fixing dry chemical powder, fire extinguisher 6

Kg. Capacity, powder coated in red color, complete withpressure gauge & wall bracketed 4 Nos. 15,000 60000 15,000 60,000 1,500 6,000

22 Providing and fixing water type fire extinguisher 9 literscapacity, powder coated in red color, complete with pressuregauge & wall bracket etc. 4 Nos. 15,000 60000 16,000 64,000 6,000 24,000

650,400 652,050 292,900 Amount Rs.


Fire Station-ElectricalPage 1 of 6

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Fire Station (Electrical Works)


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B (iii) - Electrical Work Note Supplying, installation at any height, testing and commissioning of the

following items of work (unless specifically stated otherwise) including allmaterials, labor, tools, plants, accessories, etc required for proper completionof each item in all respect

1 Wiring for light / Fan with switch.Providing, Wiring, connecting and testing of light circuits fromDB to switch board and between switch board toswitch boardwith following sized single core copper conductor cable in20mm dia heavy gauge of PVC conduit, concealed including allaccessories such as bends, junction boxes, pull box, supportsetc. as required for proper installation as per specs anddrawing and to entire satisfaction of Consultants / Client.

a 2x2.5 sqmm +1X 2.5 sqmm ECC 12 Ckt 2,200 26,400 2,000 24,000 9,825 117,900

2 Providing, Wiring, connecting and testing of switch to light / fanpoint with 2x1.5 sqmm +1X1.5sqmm ECC single core pvccopper conductors cable in 20mm dia heavy gauge of PVCconduit, concealed including all wiring accessories such as fanhook, ceiling rose, connectors, flexible wires, 10A light / fanswitch fan dimmer 16SWG galvanized steel sheet back box orPVC box of good quality, complete in all respect and to theentire satisfaction of Consultants / Client

a Wiring with 16A one waySwitch Controlled 40 Nos. 1,800 72,000 1,500 60,000 8,940 357,600 b Wiring with 10A one waySwitch and fan dimmer Controlled 6 Nos. 2,250 13,500 2,500 15,000 7,338 44,028

3 Same as item 2 but Wiring of light point to light point with 2x1.5sqmm+1x1.5 sqmm ECC single core pvc copper conductorscable in 20mm dia heavy gauge of PVC conduit. 30 Nos. 1,500 45,000 1,500 45,000 9,685 290,550






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4 Same as item No. 2 but one light point controlled by two wayswitch wiring complete with Pvc single core cable 4x1.5mm² inconcealed Pvc conduit and 2way switch supply and fixing.

5 Nos. 2,000 10,000 1,800 9,000 10,803 54,015

Wiring for Small power wih outlet.5 Providing, Wiring,installing,connecting and testing of Circuit

wiring from DB to 3 pin 10A/13A/15A, switch socket outlet,which is recessed in column or wall, with 2x2.5 sqmm + 2.5sqmmECC wires in 20mm diameter heavy gauge of PVCconduit, including 3 pin 13A, switch socket outlet, back box asper specification With accessories and to the entire satisfactionof Consultants / Client.

10 Nos. 2,500 25,000 2,000 20,000 12,747 127,470 a Same as item 5 but wiring from switch socket outlet to switch

socket outlet,including 3 pin 10A/13A/15A, switch socketoutlet, back box as as approved complete in all respect .

27 Nos. 2,000 54,000 1,800 48,600 13,038 352,026

b Same as item 5 but wiring from DB to 20A A/C switch andouter to ineer unit as required, with 3x6 sqmm+4 sqmmECCwires,in 25mm diameter heavy gauge of PVC conduit including20A,Nion switch , back box as approved.

1 Nos. 8,000 8,000 7,000 7,000 11,153 11,153

c Same as item 5 but wiring from DB to 5pin-16A TPN+Eindustrial switch socket outer with 4c-4 sqmm+2.5 sqmm pvcECC wires,in 25mm diameter heavy gauge of PVC conduitincluding 5pin-16A TPN+E industrial switch socket, back boxas approved. 1 Nos. 7,500 7,500 6,000 6,000 18,253 18,253




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LED Light fixture6 Supply and installation,connecting and testing of LED light

fixture Ceiling / Wall mounted or to be fixed in the false ceiling,complete with lamp holders, Light heat sink structure superbright , Low power consumtion (Save upto 80%) Earthingterminals and internal wiring, mounting hardware such asscrews, anchors, etc. flexible cord or flexible conduit completein all respect as per drawing, approved type specification andto entire satisfaction of Consultants / Client.

a Surface Downlight fixture Ceiling mounted (IP-20) 23W LEDlight fixture,88% light efficacy approved type, Lifetime 15timeslonger than incandesent bulbs , high purity aluminium reflector,complete with all accessories. 17 Nos. 4,200 71,400 4,000 68,000 4,656 79,152

b Surface Downlight fixture Ceiling mounted (IP-20) 12W LEDlight fixture,88% light efficacy approved type, Lifetime 15timeslonger than incandesent bulbs , high purity aluminium reflector,complete with all accessories. 7 Nos. 3,500 24,500 5,000 35,000 3,073 21,511

c Surface smart bay light fixture Ceiling mounted (IP-40) 40WLED light fixture,88% light efficacy approved type, Lifetime50000 times longer than , high purity aluminium reflector,complete with all accessories. 9 Nos. 35,000 315,000 30,000 270,000 7,823 70,407

d Surface Downlight fixture Ceiling mounted (IP-20) 17W LEDlight fixture,88% light efficacy approved type, Lifetime 15timeslonger than incandesent bulbs , high purity aluminium reflector,complete with all accessories. 11 Nos. 4,000 44,000 6,000 66,000 3,911 43,021

e Surface wall mounted water proof (IP-44) 9W LED included2700k warm light, Die-cast aluminium housing,Heat resistantsilicone rubber gaskit light fixture,16809/47 philips type,highpurity aluminium reflector, complete with all accessories.

18 Nos. 3,800 68,400 4,000 72,000 9,313 167,634




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f Surface wall mounted (IP-44) highly efficient,low-power aquafitmirror light Philips type with 8W TLG5 lamp, housing ,waterresistant steel with glass light fixture,complete with allaccessories. 3 Nos. 3,500 10,500 5,000 15,000 2,980 8,940

Wall mounted Fans7 Supply and installation of wall mounted fan 2143-CFM

approved type, complete with capacitor, hanging rod, canopy,blades, dimmers of quality,nuts, bolts and all necessaryaccessories complete in all respect and as specification to theentire satisfaction of Consultants /client

1 Nos. 3,500 3,500 5,000 5,000 10,244 10,244

Ceiling Fan8 Supply and fixing copper Fan electric with blades, canopy and

rod including connection, provision of cable and ceiling rose,forfan 140cm 56" sweep,with Clamp hook for fan box concealed(Deluxe Model). 6 Nos. 4,500 27,000 5,000 30,000 7,450 44,700

Exhaust Fan9 Supply, installation, connecting and testing Fan electric AC

exhaust 12" 220/230 volts SP plastic body lover type completewith all installation accessories approved type. 3 Each 1,800 5,400 1,800 5,400 5,588 16,764

Feedar cable10 Supply, installation & connecting , commissioning, testing of

following PVC insulated, PVC sheathed, copper conductor,600/1000V grade cables,for man cable as per approval,Lengths are estimated. Cable to be laid in PVC conduit ,ductor ground including cost of cable, pipe,Excavation and backfilling, both ends with necessary lugs, thimbles, brass nuts,bolts, washers, designation labels engraved on 6 mm plasticstrips of suitable size to be tied on both ends with pvcadjustable straps, complete in all respect, to the entiresatisfaction of Consultants / Resident Engineer.

4-Core CU- PVC/PVC Cablesi 4c-35 sqmm + 1x6 sqmm pvc/pvc cable laid in 100mm dia pvc

pipe. 60 Mtr 3,200 192,000 4,000 240,000 3,561 213,660




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11 Chamical EarthingSupply, installation, connection & testing of chemical copperearth electrodes, 19mm dia, 3000mm in length, drivenvertically in ground, Required to give result of earth resistancevalue less than or equal to 0.5Ω, and not deteriorates with timeaccording to IEE regulation and latest B.S. standards, including cost of Test pit 300x300x300mm, internal plaster, 100mm thickR.C.C.cover with lifting hooks, all necessary accessories andmaterial, complete in all respects as spacification.

1 Job 35,000 35,000 50,000 50,000 101,525 101,525

12 Providing , laying and connecting 2 x 3/0 SWG hard drawnbare copper leads from earthing plates to earth collector boxand panels (MDB's) as as required The copper leads to be laidin suitable size of G. I. Pipe complete with all G.I pipe andother accessories. 15 Mtr 1,500 22,500 2,500 37,500 2,086 31,290

Distribution Board13 Supply, installation, connection of wires & cables including

commissioning of distribution board Floor type,concealed typeor to be mounted on wall, made of 18 swg M.S. sheet withhinged door, handle, catcher, phase, neutral and earthingbusbars with required holes nut bolts, washers internal wiringfor MCCBs / MCBs terminating on terminating blocks installedat the top of wires/cables, two earthing terminals, designationlabels engraved on plastic strips of appropriate size to bepasted on the front of DB, 3 phase indication lamps of colourRed, Yellow, Blue , 1-volt meter/Amps meter size 100x100mmsquare type with selector Switch of 4 positions, CTS andinstrument fuses installed on inner side of DB, Molded casecircuit breakers (MCCB) with overload and short circuitprotection, rupturing capacity ,Miniature circuit breakers (MCB)with RC of 6 KA,having overload and short circuit protection,including cost of all necessary fixing accessories, complete inall respects, and to the entire satisfaction ofthe




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DB-FPIncoming

a 1-100 A TP Mccb 13KATPN+E Busbar3-Indication lamps1-Voltmeter scaled-0-500 V1-Volt selector switch1-Amp-meter scaled-0-100A1-Amp selector switch3-CT scaled-100/5AOutgoing2- 30 A TP Mcb 10 KA 2- 15 A TP Mcb 10 KA 15- 10 A SP Mcb 6 KA 3- 15 A SP Mcb 6 KA 3- 20 A SP Mcb 6 KA 1 Job 80,000 80,000 100,000 100,000 86,188 86,188

WALL MOUNTED AIR-CONDITIONS14 Providing, installation, connecting and testing of cooling wall

mounted wireless remote controlled type Air conditioner gas-as approved type complete in all respect with controlledwiring,inlet/ outlet copper tubes / insulation recessed in thewall, ceiling from condensing unit to air handling unitcondensing unit should be installed on CC pad at roofcomplete with CC pad,insulation,water proofing, drain pipingand including the 10'Rft copper pipe gas charging accessoriesSupply and fixing as per approval by the Engineer

i 1.5 ton 1 Each 95,000 95,000 95,000 95,000 90,063 90,063

15 Providing of extra refrigeration inlet and outlet copper piping3/8" and 5/8" with insulated for the above Air-condition asrequired complete with welding joints and installation allaccessories. 15 Rft 1,200 18,000 1,500 22,500 1,310 19,650

1,273,600 1,346,000 2,377,744 Amount Rs.


Summary - External WorksPage 1 of 1



C (i) Road Work 7,048,087 7,766,611 10.19% 8,461,102 20.05%

C (ii) Sewerage Work 1,436,594 1,466,786 2.10% 1,694,185 17.93%

C (iii) Water Supply Work 1,623,898 1,702,604 4.85% 1,366,675 -15.84%

C (iv) Landscaping Work 4,566,677 4,274,415 -6.40% 5,123,694 12.20%

C (v) Boundry Wall 34,337,288 22,590,804 -34.21% 40,279,273 17.30%

C (vi) External Electrical Work 15,565,000 14,999,000 -3.64% 16,891,754 8.52%

64,577,544 52,800,220 -18.24% 73,816,683 14.31%

C - External Works

Total (Rs.)


SUMMARY - EXTERNAL WORKS



Road for W.WorkPage 1 of 4

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Road Work for Fire Station & Water Storage Structures


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1 Clearing & Grubbing 16,393 Sft 2.37 38,851 3.00 49,179 5.00 81,965

2 Compaction of Natural Ground 16,393 Sft 2.58 42,294 4.00 65,572 4.00 65,572

3 Excavate unsuitable common material. 550 Cft 10.26 5,643 13.00 7,150 6.00 3,300

4 Formation of embankment from roadway excavation incommon material. 275 Cft 11.31 3,110 16.00 4,400 8.00 2,200

5 Formation of embankment from borrow excavation in commonmaterial. 12,375 Cft 12.69 157,039 17.00 210,375 12.00 148,500

6 Sub Grade preparation in earth cut 820 Sft 7.16 5,871 9.00 7,380 5.00 4,100

7 Improved Sub Grade 41 Cft 22.72 932 50.00 2,050 5.00 205

8 Granular Sub-Base Course 16,393 Cft 45.60 747,521 50.00 819,650 54.50 893,419

9 Aggregate Base Course 12,243 Cft 62.17 761,147 65.00 795,795 59.00 722,337

10 Cut Back Asphalt for Bituminous Prime Coat 16,393 Sft 11.40 186,880 10.00 163,930 8.00 131,144

11 Asphalt concrete for wearing course (Class 'B' ) 2,787 Cft 575.61 1,604,225 570.00 1,588,590 550.00 1,532,850

12 Lean Concrete 4,422 Cft 188.37 832,972 190.00 840,180 190.00 840,180

13 Concrete Class - B. 883 Cft 237.98 210,136 260.00 229,580 180.00 158,940

14 Preparing surface & painting with emulsion paint (as perspecification and approved color)1st coat 2,587 Sft 3.83 9,908 20.00 51,740 15.00 38,805 2nd coat 2,587 Sft 2.97 7,683 20.00 51,740 5.00 12,935




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15 Providing & fixing in proper position pre cast cement concreteroad kerb block industrial make of approved quality havingcrushing strength 3750 psi with a mix not leaner than 1:1-1/2:3(1 cement : 1-1/2 sand : 3 stone crush), using SR cement, size18" deep 12" long 4" Thick at top and 6" Thick at bottom ofapproved shape & section, as shown in drawings, dry mix,hydraulically compressed, steam cured. Laying & jointing with3/4" thick cement sand mortar (1:3), deep ruled pointing onfront and top and flush pointing on back side i/c. curing etc.complete as per the directions of the Engineer. (Except Lean &Haunching).

455 Rm 325.00 147,875 500.00 227,500 750.00 341,250

16 Providing & fixing in proper position pre cast cement concreteroad kerb block industrial make of approved quality havingcrushing strength 3750 psi with a mix not leaner than 1:1-1/2:3(1 cement : 1-1/2 sand : 3 stone crush), using SR cement, size12" deep 12" long 4" Thick at top and 6" Thick at bottom ofapproved shape & section, as shown in drawings, dry mix,hydraulically compressed, steam cured. Laying & jointing with3/4" thick cement sand mortar (1:3), deep ruled pointing onfront and top and flush pointing on back side i/c. curing etc.complete as per the directions of the Engineer. (Except Lean &Haunching)

3,128 Rm 250.00 782,000 400.00 1,251,200 750.00 2,346,000

17 Providing and fixing 200 x 120 x 80 mm natural colourinterlocking concrete pavers, Under Parking Area, andincluding preparing the base of coarse / medium sharp sandcushion, cleaned sand screened to required level in thicknessof 2" (50 mm) average after compaction and placing the paversin position, filling the joints with clean dry sand compacting, etcas per manufacturer's specification and cartage to the site ofwork. (Cost of sand cushion deemed to be included in therates) 1,880 Sft 140.00 263,200 140.00 263,200 110.00 206,800




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18 Providing and fixing 200 x 120 x 60 mm natural colourinterlocking concrete pavers, edges blocks for footpath andincluding preparing the base of coarse / medium sharp sandcushion, cleaned sand screened to required level in thicknessof 2" (51 mm) average after compaction and placing the paversin position, filling the joints with clean dry sand compacting, etcas per manufacturer's specification and cartage to the site ofwork. (Cost of sand cushion deemed to be included in therates) 10,340 Sft 120.00 1,240,800 110.00 1,137,400 90.00 930,600

7,048,087 7,766,611 8,461,102 Amount Rs.


SeweragePage 1 of 4

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Sewerage Collection & Disposal System


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SeweragePage 2 of 4


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1 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 typesof soil except shingle, gravel and rock. Filling, watering andramming earth under floors with surplus earth from foundation,etc.0 ft. to 7.0 ft. (0 to 2.10 m) depth 3,719 Cft 3.49 12,968 12.00 44,628 10.00 37,190

2 Earthwork excavation of trenches in open cutting for sewersand manhole chambers, etc. below sub-soil water level tocorrect section and dimensions according to templates andlevels, including shoring, timbering and shuttering of M. sheetson both sides of the trenches, back filling with watering andramming earth under floors with surplus earth from foundation,etc. (Cost of dewatering deem to be included in this rate)

i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth below SSWL. 2,479 Cft 12.46 30,891 12.00 29,748 40.00 99,160

3 Cement concrete plain including placing, compacting, finishingand curing complete (including screening and washing of stoneaggregate):Ratio 1: 4: 8 112 Cft 147.39 16,508 190.00 21,280 190.00 21,280

4 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):-(nominal mix 1:1½:3, having minimum compressive cylindricalstrength of 3000 PSI @ 28 days).


SeweragePage 3 of 4


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a) Reinforced cement concrete in roof slab, beams, columnslintels, girders and other structural members laid in situ orprecast laid in position, or prestressed members cast in situ,complete in all respects:-(nominal mix 1:1½:3, having minimum compressive cylindricalstrength of 3000 PSI @ 28 days). 465 Cft 320.30 148,940 270.00 125,550 380.00 176,700

b) Precast reinforced cement concrete and prestressed reinforcedcement concrete in columns, beams, lintels, stair cases,shelves, etc.(nominal mix 1:1½:3, having minimum compressive cylindricalstrength of 3000 PSI @ 28 days). 10 Cft 285.90 2,859 430.00 4,300 390.00 3,900

c) Erecting and fixing in position, precast cement concrete orstone slab in roofs or lintels, etc. lift unto 20 ft., (6m) includingall charges. 10 Cft 44.55 446 430.00 4,300 30.00 300

5 Providing and laying reinforced cement concrete using coarsesand and screened graded and washed crushed stoneaggregate in required shape and design i/c. forms, moulds,shuttering, lifting, compacting, curing, rendering and finishingsurface (inside & out side both), complete (but excluding thecost of steel reinforcement and its fabrication and placing inposition etc.)Reinforced cement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc and otherstructural members other than those mentioned in above notrequiring form work (i.e. horizontal shuttering) complete in allrespects:-(nominal mix 1:2:4, having minimum compressive cylindricalstrength of 2500 PSI @ 28 days). 220 Cft 219.90 48,378 260.00 57,200 360.00 79,200

6 Providing and laying cement concrete plain using coarse sandand screened graded and washed crushed stone aggregate inrequired shape and design i/c. forms, moulds, shuttering,lifting, compacting, curing, rendering and finishing surface(inside & out side both), complete:-(Ratio 1:3:6, having minimum compressive cylindrical strengthof 1500 PSI @ 28 days). 354 Cft 165.93 58,738 200.00 70,800 180.00 63,720


SeweragePage 4 of 4


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7 Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour chargesfor binding of steel reinforcement (also includes removal of rustfrom bars):-('c) Deformed bars (Grade-60) 1,579 Kg 119.82 189,199 120.00 189,480 115.00 181,585

8 Two coat Bitumen coating to plastered or cement concretesurface:-20 lbs. per 100 Sft. (0.97 Kg per Sq.m) 590 Sft 22.81 13,457 25.00 14,750 25.00 14,750

9 Providing and laying GRP Sewerage Pipe including carriage ofthe pipe to site of work, laying and jointing in trenches tocorrect alignment and grade, jointing with double bell coupler,cutting pipes where necessary, testing and commissioning etc.,having operating pressure of 6 bars meeting standards ofAWWA M-45, ASTMD-1205, 2143, 2152, D638, D790 &SN5000 including carriage, complete.

GRP Pipea) 300 mm Dia (12" dia) 440 Rft. 2,034 894,960 2,000 880,000 2,260 994,400

10 Providing, stacking, spreading graded granular material fromapproved quarry under bed of pipes i/c. leveling, dressing toproper camber and grade i/c. watering etc. and all lead and liftcomplete (actual compacted depth to be measured).

550 Cft. 35 19,250 45 24,750 40 22,000 1,436,594 1,466,786 1,694,185 Amount Rs.


Water Supply NetPage 1 of 3

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Water Supply System


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1 Excavation of trenches in all kinds of soil, except cutting rock,for watersupply pipelines upto 5 ft. (1.5 m) depth from groundlevel, including trimming, dressing sides, leveling the beds oftrenches to correct grade and cutting pits for joints, etc.complete in all respects. 4,932 Cft 2.94 14,475 12.00 59,184.00 10.00 49,320.00

2 Filling, watering and ramming earth with surplus earth fromExcavation, etc. 3,945 Cft 1.97 7,769 8.00 31,560.00 7.00 27,615.00

3 Cement concrete plain including placing, compacting, finishingand curing complete (including screening and washing of stoneaggregate):Ratio 1: 2: 4 39 Cft 191.74 7,478 200.00 7,800.00 250.00 9,750.00

4 Supply at site of work P.E. Pipe (PE-100, SDR-17, PN-10conforming to ISO-4427, DIN-8074/75 & PS. 3580:1994) ofapproved make. Supply to include all allied materials, cost fortransportation to site of work, stacking of pipes at site,transportation of pipes to laying and jointing areas and storingof the allied materials (payment of pipe will be allowed afterlaying in proper position).225mm (Outer Dia) Pipeline 662 Rft 1606.65 1,063,602 1600 1,059,200.00 1100 728,200.00 75mm (Outer Dia) Pipeline 425 Rft 183.52 77,996 200 85,000.00 500 212,500.00

5 Laying and jointing in trenches P.E. Pipe and fittings with &including the cost of testing with water for specified pressurehead & disinfection.225mm (Outer Dia) Pipeline 662 Rft 260 172,120 250 165,500.00 50 33,100.00 75mm (Outer Dia) Pipeline 425 Rft 30 12,750 35 14,875.00 30 12,750.00

6 Supply at site of work and fixing in position the following P.Epipe fitting-PN10 conforming to approved specification.A) - Bend 90°225mm Outer Dia 3 Nos. 11,612 34,836 12,000 36,000.00 20,000 60,000.00 75mm Outer Dia 4 Nos. 1,500 6,000 2,000 8,000.00 10,000 40,000.00




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C) - End Cap with Stub EndFor 75mm (Outer Dia) Pipeline 1 Nos. 600 600 3,000 3,000.00 5,000 5,000.00

8 Supply Fire Hydrants conforming to AWWA-C-502 and fixing inposition in chambers i/c Tee & extention piece as per drawingand directions of the Engineer.90 mm Dia 1 Nos. 91,000 91,000 85,000 85,000.00 65,000 65,000.00

9 Supply Flanged sluice Valves conforming to PN-16, AWWA C-500 & BS-5150) and fixing in position in chambers as perdrawing and directions of the Engineer. (Sluice Valves).a) For 225mm Dia Pipe 1 Nos. 90,600 90,600 85,000 85,000.00 60,000 60,000.00

10 Supply & fixing stub ends for fixing of flanged valves 2nos. oneach sluice Valves, as per drawing and directions of theEngineer. a) For 75mm Dia Pipe 2 Nos. 2,500 5,000 2,600 5,200.00 9,000 18,000.00

11 Supplying and filling river bed sand under pipes as perspecifications with and i/c. the cost of laying to proper camberand grade, watering and consolidation etc. complete.

1,027 Cft 35 35,945 35 35,945.00 40 41,080.00

15 Providing and fixing in position P.E pipe conforming to I.S.O4427-DIN 8074/75 and P.S 3580-1994) in road crossing i./cencasing externally with cc 1:2:4, 4" thick around pipe as perdrawings, excavation, back filling and disposal of surplus earthetc complete. a) 1" Dia P.E Pipe 22 Rft 20 440 80 1,760.00 35 770.00 b) 3/4" Dia P.E Pipe 33 Rft 19 627 60 1,980.00 30 990.00

16 Making connection from existing P.E pipe line with cost ofapproved quality clamp, Adaptor, Tee, elbow, Ferrule and othernecessary fittings etc complete in all respect or as perdirections of the Engineer. a) 1" Dia P.E Pipe 2 No 665 1,330 5,000 10,000.00 800 1,600.00 b) 3/4" Dia P.E Pipe 2 No 665 1,330 3,800 7,600.00 500 1,000.00

1,623,898 1,702,604 1,366,675 Amount Rs.


LandscapingPage 1 of 2

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Land Scaping Work for Fire Station & Water Storage Land


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a) All plants are to be supplied during the 1st month of contract at site and maintainedby contractor. 40% part payment of plant's item rate shall be paid on supply whereas10% shall be paid on plantation of the same . Balance 50% on successful completionof the maintenance period.b) Tree heights mentioned in the section / Drawings are heights which the contractorshall bring to site and shall be required to get it checked by the Engineer.

1 Cement concrete plain including placing, compacting, finishingand curing complete (including screening and washing of stoneaggregate):Ratio 1: 4: 8 3,334 Cft 147.39 491,402 130.00 433,420 190.00 633,460

2 Providing and laying topping of 2"(50 mm) thick cementconcrete 1:2:4, including surface finishing and dividing inpanels. 6,668 Sft 40.09 267,297 40.00 266,720 60.00 400,080

3 Excavation for pits / trenches for plantation i/c dressing bottomas per required section in Ordinary Soil upto 5 ft.depth i/cdisposal of excavated earth to designated location.

2,187 Cft 11.72 25,632 15.00 32,805 10.00 21,870

4 Supplying and spreading of earth loam to loamy sand free fromsalinity, alkalinity & pebbles etc. from approved sources i/cleveling, dressing, breaking clods, & compaction etc. completeas per direction of the Engineer. (Loose thickness)

25,820 Cft 38.62 997,168 40.00 1,032,800 13.50 348,570




LandscapingPage 2 of 2


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5 Supplying, stacking and spreading cow dung manure /Slaughter House manure and mixing the same up to any depthin the already laid sweet earth including breaking clods,dressing fine for Trees in pits and sprinkling water, raking androlling complete. 12,104 Cft 35.33 427,634 30.00 363,120 6.50 78,676

6 Providing & planting saplings of trees and plants etc., completein all respects & i/c cartage up to propose location & i/c cost ofwatering till trees grow up well and maintain of same tillsubstantial completion of physical works i.e prior to start of 2ndphase i.e maintenance of plants.

A Primary TreeAlbiziz Lebbeck 6ft tall 30 Nos. 1,182 35,460 1,200 36,000 2,000 60,000 Plumera Obtusa 6ft tall 4 Nos. 1,365 5,460 1,600 6,400 2,500 10,000

B Secondry PlantFicus Lemon 4ft tall 45 Nos. 835 37,575 1,000 45,000 700 31,500 Cestrum Nocturum 4ft tall 59 Nos. 581 34,279 800 47,200 1,000 59,000

C Ground CoverDuranta 9" Pots Full grown 420 Nos. 269 112,980 270 113,400 1,750 735,000

7 Supply (Dacca grass) in slabs. 47,265 Sft 35 1,654,275 30 1,417,950 27.50 1,299,788

8 Planting live Dacca grass of approved quality by dribblinggrass 3 inch a part including watering weeding moving & allcultrual practices complete till such time a fine lawn carpet isformed. 47,265 Sft 10 472,650 10 472,650 30 1,417,950

9 Supplying, fixing and tying up firmly Bamboo sticks, 6ft and1inch dia, as support. 139 Nos. 35 4,865 50 6,950 200 27,800

4,566,677 4,274,415 5,123,694 Amount Rs.


Boundry WallPage 1 of 4

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : Construction of Boundary Wall For UG Tank, O.H Tank and Fire Station


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17,501 Cft 4.12 72,076 15.00 262,515 10.00 175,010

2 Supplying and laying polythene sheet over D.P.C. under Therate includes overlaps on floors and on roofs, etc. 500 gauge(0.005" thick) 46,699 Sft 2.80 130,757 6.00 280,194 6.00 280,194

3 Two coat Bitumen coating to plastered or cement concretesurface:-20 lbs. per 100 Sft. (0.97 Kg per Sq.m) 46,699 Sft 22.81 1,065,111 15.00 700,485 25.00 1,167,475

4 Cement concrete plain including placing, compacting, finishingand curing complete including screening and washing of stoneaggregate:-(Ratio 1:4:8 having, minimum compressive cylindrical strengthof 1000 PSI @ 28 days). 1,999 Cft 147.39 294,635 210.00 419,790 190.00 379,810

5 Cement concrete plain including placing, compacting, finishingand curing complete including screening and washing of stoneaggregate:-(Ratio 1:3:6 having, minimum compressive cylindrical strengthof 1500 PSI @ 28 days). 6,728 Cft 165.93 1,116,360 270.00 1,816,560 180.00 1,211,040




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6 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cement concrete in slab of rafts / strip foundation,base slab of column and retaining walls; etc and otherstructural members other than those mentioned in above notrequiring form work (i.e. horizontal shuttering) complete in allrespects:-(nominal mix 1:1½:3, having minimum compressive cylindricalstrength of 3000 PSI @ 28 days).

2,712 Cft 247.30 670,678 300.00 813,600 380.00 1,030,560

7 Providing and laying reinforced cement concrete (includingprestressed concrete), using coarse sand and screenedgraded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface, complete (butexcluding the cost of steel reinforcement, its fabrication andplacing in position, etc.):-Reinforced cement concrete in roof slab, beams, columns,lintels, girders and other structural members laid in situ orprecast laid in position, or prestressed members cast in situ,complete in all respects:- (nominal mix 1: 1½: 3)

44,196 Cft 320.30 14,155,979 125.00 5,524,500 390.00 17,236,440

8 Fabrication of mild steel reinforcement for cement concrete,including cutting, bending, laying in position, making joints andfastenings, including cost of binding wire and labour chargesfor binding of steel reinforcement (also includes removal of rustfrom bars):-('c) Deformed bars (Grade-60) 111,686 Kg 119.82 13,382,440 50.00 5,584,300 115.00 12,843,890

9 Pacca brick work in ground floorcement, sand mortar Ratio 1:4 10,093 Cft 176.17 1,778,084 290.00 2,926,970 230.00 2,321,390




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10 Cement plaster 1:4 upto 20' (6.00 m) height:-½" (13 mm) thick 20,559 Sft 13.85 284,804 45.00 925,155 30.00 616,770


12 Cement pointing flush upto 20' (6.00 m) height:-Ratio 1:3 7,897 Sft 12.49 98,626 20.00 157,940 15.00 118,455

13 Providing and fixing Thermopore (foamed polythene) sheet inhorizontal and vertical expansion joints: 1" (25 mm) thickThermopore sheet 333 Sft 9.90 3,297 70.00 23,310 8.00 2,664

14 Providing and applying weather shield paint of approved qualityon external surface of building including preparation of surface,application of primer complete in all respect:( new surface )

a) 1st coat 40,184 Sft 11.17 448,855 20.00 803,680 35.00 1,406,440 b) 2nd coat 40,184 Sft 5.65 226,899 20.00 803,680 15.00 602,760

15 Providing and fixing M.S. Grill Gate comprising on frame, MSAngle box 2" x 2" x 1/4" & n3" x 3" x 1/4" horizontal and verticaldesign of MS Square bar sizes 1/2" × 1/2", required lockingarrangement, hold fasts, wheel track with M.S. Tee sizes2"×2"×1/4" with required roller, nut & bolts, including welding /erecting, cutting, painting one coat of red oxide paint and twocoats of synthetic enamel paint etc, all complete as perdrawing / design and as per direction by the Engineer.

475 Sft 500 237,500 1,400.00 665,000 420.00 199,500 34,337,288 22,590,804 40,279,273 Amount Rs.


External Elect WorksPage 1 of 6

Client/ Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works For M-3 Industrial City FaisalabadName of Work : Allied Water Storage & Fire Station Development Works for (Phase 1B)Location : FaisalabadSub-Head : External Electric Lighting Layout Works.


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#REF!Notes;Supplying, installation at any height, testing and commissioning of thefollowing items of work (unless specifically stated otherwise) including allmaterials, labor, tools, plants, accessories as required for proper completionof each item in all respect lead and lift as per drawings, approved shopdrawings, miscellaneous details and instructions of Engineer. Contractor isrequired to submit technical brochures, details, samples of the light fixture,poles.upvc pipe,cable etc. for the approval of the works consultant / Client .

Street Light Pole1 Providing and erecting as approved type steel tubular

octagonal/Conical decorative, Country Origin & shippedimported 10meter long hot dip galvanized electric pole,complete with arm,cover base plate and as per followingspecification .• Wall thickness 5 mm• Diameters 60mm top dia /180 mm bottom dia iner. • Arm -Decorative as approved .• Stiffeners 04 nos.• Base plate 400X400X19mm thick• Inspection window 110/450 mm• Nos. of holes 4 Nos.

a) Single arm Pole 22 Each 70,000 1,540,000 65,000 1,430,000 55,675 1,224,850

TERMINAL BOX2 Providing, fixing and connecting of termination box IP44

protection fitting with a L/N+E circuit include 10Amp SPMCB,TPN+E connector insulator as approved (as standard)The box is fitted with a front adjustable hook with lock. Thesupply cable in the bottom of the box are fastened by means ofcollar. 22 Each 8,500 187,000 8,500 187,000 19,425 427,350






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Pvc Pipe3 uPvc conduit 50 mm dia complete with all bends, tees, boxes,

saddles etc for concealed wiring Complete with excavation andback filling, supply and fixing. 50 Mtr 400 20,000 400 20,000 329 16,450

3.1 uPvc conduit 100 mm dia complete with all bends, tees, boxes,saddles etc for concealed wiring, Complete with excavationand back filling supply and fixing. 50 Mtr 600 30,000 600 30,000 650 32,500

3.2 uPvc conduit 150 mm dia complete with all bends, tees, boxes,saddles etc for concealed wiring, Complete with excavationand back filling supply and fixing. 60 Mtr 800 48,000 800 48,000 786 47,160

RCC Foundation for road lighting pole4 Construction of RCC foundation for road lights pole as per

following specification or as approved:- Excavation of soft/hard soil size 900x 900 x 1500mm RCC foundation (Ratio 1:2:4) size 600x 600 x 1500mm Length of MS bolt steel 12nos 1/2" dia 1/4"dia MS steel @ 300 c/c 6# Ring Template 400X400X19mm thick 1"x 4nos MS Galvanized anchore bolt 3' long 4-Nos. 2 Nos 2" dia u-pvc pipe for incoming and outgoing cable. 22 Each 35,000 770,000 30,000 660,000 36,395 800,690

LED Road light5 Providing, fixing and connecting at electric pole of LED Light

(IP--65) LED equipped with adjust in light output. Specificationmust meet or exceed the following Luminaire Electronic protectdegree : 0° - 5° - 10° - 15° Class : II Total protection degree :IP 65 Working Temperature -35-65 degree C,Humidity: 10 % -90%. Reference Standards:EN 60598-1,EN 60598-2-1, EN60598-2-3,EN 55015,EN 61547,EN 61000-3-2,EN RatedVoltage : - 240V Frequency : 50/60 Hz Expected Life - Time : ≥50000 hr Fixing System : Post-top or Frame Body: Highpressure die-casting aluminum, spirit : Tempered Flat Glass,Optical unit : High Efficiency technology of light distributionperformance, Cable Clamp : (Country Origin & shippedimported approved type)

a) 70 Watts LED Light 22 Each 72,000 1,584,000 70,000 1,540,000 32,300 710,600




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b) Bollard LED Light.Providing, fixing and connecting of electric Bollard with 23wattsLED Light (IP--65) LED equipped .Specification must meet orexceed the following Luminaire Electronic protect degree : 0° -5° - 10° - 15° Class : II Total protection degree : IP 65 WorkingTemperature -35-65 degree as approved type complete withCC pad, cable connector and other installation accessories asrequired. 16 Each 35,000 560,000 35,000 560,000 16,150 258,400

Cable6 Providing laying and connection and testing of 3-Core

2.5mmsq PVC insulated 300/500 volts grade copper conductorcable from terminal box mounted on pole to light arm. asdirected by the engineer complete with all wiring accessories.

250 Meter 200 50,000 220 55,000 159 39,750

FEEDER CABLES7 Providing laying , connecting and testing of cable armored 600

/ 1000 volts grade copper conductor buried 30" deep in theground for external lighting / DBs, route as shown on thedrawing or as directed by the Engineer complete with u-PVCpipe heavy gauge water tied socket, bend, warning tape cablegland of suitable size on both ends and all other installationaccessories including excavation and back filling etc .

a). 4C -240mm2 cu-Pvc/Pvc/SWA/PVC cable( From wade to LTPanel) 50 Meter 18,000 900,000 18,000 900,000 17,823 891,150

b). 4C -185mm2 cu-Pvc/Pvc/SWA/PVC cable( From Genset to LTPanel) 50 Meter 14,000 700,000 14,000 700,000 13,704 685,200

c). 4C - 10mm2 cu-Pvc/Pvc/SWA/PVC cable+1X 6mm2 PVC ECClaid in 50mm dia uPvc pipe with accessories.( for Roadlighting) 850 Meter 1,400 1,190,000 1,400 1,190,000 1,020 867,000

d). 4C - 16mm2 cu-Pvc/Pvc/SWA/PVC cable laid in 50mm diauPvc pipe with accessories.( for Road lighting ) 15 Meter 1,600 24,000 1,600 24,000 1,412 21,180




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e). 4C - 6mm2 cu-Pvc/Pvc cable + 1x 6mm2 pvc ECC laid in32mm dia uPvc pipe with accessories.( for Bollard lighting)

200 Meter 700 140,000 700 140,000 461 92,200

DISTRIBUTION BOARD8 Providing, installing, connecting, testing and commissioning

D.B wall/floor mounted IP-55 housed in 16 SWG sheet steelhousing, dust / weather proof, hinged door/lock, suitable for.500 volts, 3 phase, 4 wires and earth terminal AC system asapproved by the Engineer, including floor mounted DBfoundation complete with all accessories. The D.B comprisesof:-

a DISTRIBUTION BOARD - MAINIncoming2-630 A TP Mccb 36KA1-Inter looking system6-Indication lamps1-Voltmeter scaled-0-500 V1-Volt selector switch1-Ammeter scaled-0-630A1-Amps selector switch3-curent transfer scaled-5-630ATPN+E Busbar

Outgoing1-400 A TP Mccb 25KA (for DB-UG-P)3-125 A TP Mccb 13KA (for Tube well)1-100 A TP Mccb 13KA (for F Station)1-100 A TP Mccb 13KA (for Spare)1-60 A TP Mccb 13KA (for Spare)5-30 A TP Mccb 13KA 2-15 A TP Mccb 13KA 2-15 A TP Mccb 13KA 1 Job. 325,000 325,000 350,000 350,000 285,547 285,547

8.1 DB-RL-1 (for Road lighting)In coming 1-30 A TP MccB 10-KA3-Indication Lamps




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Outgoing5-15 A TP McB 7.5-KA4-Magnatic contactor TP 15 A ith 4-Togle switch SP 1.0.24-Magnatic contactor TP 15 A ith 4-Photo Electric switch type (EE-8020-821) 1 Job. 65,000 65,000 70,000 70,000 82,432 82,432



3 No. 35,000 105,000 55,000 165,000 98,250 294,750

10 Providing , laying and connecting 3/0 SWG hard drawing barecopper leads from Earthing plates to panels (MDB's) as shownon the drg. Or as directed by the Engineer. The copper leadsto be laid in suitable size of G. I. Pipe complete with all G. I.pipe and other accessories. 30 Mtr 900 27,000 1,000 30,000 1,834 55,020

DG Set.11 Supply, installation, connecting, testing and commissioning of

250 KVA, 200 KW prime power 1500 RPM at 0.80 PF 415/220volts, 3 phase 50 Hz output stand by Diesel Generator setdirectly coupled with Alternator, made by FG Willson,caterpillar, Yanmar or from any other world renownedmanufacturer as approved by the Engineer, complete in allexhaust duct, silencer smoke exhaust and all respect as perapproved technical specification including as under.

● 12 V battery set● Modular design air cleaner with service indicator● Radiator for operation up to 50ºC● Exhaust outlet flange● Primary & secondary fuel filters● Fuel pressure gauge




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● Oil drain line with valve● Base fuel tank (8 HR, capacity)● Charging alternator● Circuit bracker● Tool kitControl panel is equipped with following standard items

Instruments: Voltmeter, ammeter, teach meter, hours runmeter, battery condition voltmeter regulator.

Controls: Start/stop key switch, voltmeter phase, selectorswitch 7 pos, ammeter phase selector switch 4 pos.

Shutdown Protection devices with indication for high coolanttemperature and low oil pressure, etc. Approved by theEngineer, complete with all installation accessories as perspecification. 1 Job 7,000,000 7,000,000 6,500,000 6,500,000 10,012,275 10,012,275

Connection charges12 Supply of duty signed test reports according to requirements

and acceptable to electric inspector for above works, includingobtaining of NOC from electrical inspector, the contractor shallalso fill the FESCO application with necessary electrical load,for gating the electric connection with energy meter (for eachtransformer) complete all connection and government, semigovernment charges as required ready for use.

1 Job. 300,000 300,000 400,000 400,000 47,250 47,25015,565,000 14,999,000 16,891,754 Amount Rs.