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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 DRAFT EVALUATION SHEET OF TECHNICAL BIDS

• 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

Infrastructure Works of Commercial Zone-A FIC-034

Page 1 of 8

FFAAIISSAALLAABBAADD IINNDDUUSSTTRRIIAALL EESSTTAATTEE DDEEVVEELLOOPPMMEENNTT && MMAANNAAGGEEMMEENNTT CCOOMMPPAANNYY

NAME OF WORK:

FINANCIAL BIDS EVALUATION REPORT

INFRASTRUCTURE DEVELOPMENT WORKS (COMMERCIAL ZONE-A) FOR M-3 INDUSTRIAL CITY NEAR SAHIANWALA INTERCHANGE M-3 MOTORWAY, FAISALABAD

EMPLOYER: FAISALABAD INDUSTRIAL ESTATE DEVELOPMENT &

MANAGEMENT COMPANY, FAISALABAD CONTRACT NO.: FIC-034 CONSULTANTS: OSMANI & CO. (PVT.) LTD. CONSULTING ENGINEERS

1. INTRODUCTION

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 more than 4,000 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 Infrastructure Development Works (Commercial Zone-A) for 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 by FIEDMC in National Press (copy of advertisement is attached as Annexure-A) for Infrastructure Development Works (Commercial Zone-A) for 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 21 August, 2019 up to 1500 hours • Opening of Technical Bids 21 August, 2019 up to 1530 hours • Opening of Financial Bids 13 September, 2019 at 1200 hours

(Only technically qualified bidders)

3. RECEIPT & OPENING OF BIDS

As per record, 29 bidders purchased the bidding documents from FIEDMC. Out of 29 bidders who purchased the bidding document only 13 bidders submitted the bid. The Technical Bids of the 13 Bidders were received and were opened on 21/08/2019 by FIEDMC specified committee as per requirements of Rule 38(2)(a)(iii), while Financial



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Proposals/ Bids of the bidders were retained by FIEDMC without being opened as per 38(2)(a)(iii) of Punjab PPRA Rules 2014. As per the submitted Draft Evaluation Sheet of Technical Bids (copy of result attached as Annexure-D), in which out of total 13 bidders following bidders were declared as qualified by the FIEDMC Procurement Committee:- 1. M/s. Design & Engineering System (Pvt.) Ltd. 2. M/s. NLC Engineers 3. M/s. Ghousia Engineering Construction (Pvt.) Ltd. 4. M/s. Highway Construction 5. M/s. Nexus Builders 6. M/s. Qavi Engineers (Pvt.) Ltd. 7. M/s. Sh. Iqbal Akhtar & Co. 8. M/s. Shahid Builder (Pvt.) Ltd. 9. M/s. Syed Engineering Co. 10. M/s. Usman Engineers (Pvt.) Ltd.

The Financial Bid of the Technically qualified bidders was publically opened on 13/09/2019 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. FIEDMC vide letter No. 03/03/FIC-034/2019/332 dated 16/09/2019 (copy attached at Annexure-B) forwarded Original Financial Bids 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 19/09/19, 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 18/09/19, the Consultants carried-out Detailed Arithmetical Check of the BOQs of all the bids. Following Table-1 exhibits the status.



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Sr. No. Name of Bidder

* Quoted Amount of Bids

(Rs.)

** Corrected Amount

(Rs.) Remarks

1 M/s. Sh. Iqbal Akhtar 370,476,125 (i) 349,322,204 1st Lowest 2 M/s. Syed Engineering 443,974,352 402,025,028 2nd Lowest

3 M/s. Nexus Builders 442,656,602 (ii) 423,929,558 3rd Lowest (Conditional Responsive)

4 M/s. Usman Engineers 467,465,620 (ii) 447,907,393 4th Lowest (Conditional Responsive)

5 M/s. NLC Engineers 486,812,012.48 (iii) 466,804,252 5th Lowest (Conditional Responsive)

6 M/s. Highways Construction 496,678,367 (iii) 476,678,367 6th Lowest (Conditional Responsive)

7 M/s. Shahid Builders 497,938,700.75 (ii) 477,195,637 7th Lowest (Conditional Responsive)

8 M/s. Design & Engineering 522,401,942 (iv) 511,641,695 8th Lowest (Conditional Responsive)

9 M/s. Ghousia Engineering 500,703,583 551,574,383 9th Lowest

10 M/s. Qavi Engineers 585,463,327 (v) 565,463,327 Highest

(Conditional Responsive)

* Quoted rates are inclusive of provisional sum ** Quoted rates are including 5% PST and excluding provisional sum The methodology for correction of Arithmetical Errors is adopted as described in IB. 27 of the Bidding Documents. Notes: (i) Addendum/ modified BOQ has been attached with the Bids by M/s. Sh. Iqbal Akhtar

and rates has been quoted in the Addendum. As per sub-clause IB 27.1 (b): “Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by the quantity, the unit rate as quoted will govern, unless in the opinion of the Employer there is an obviously gross misplacement of the decimal point in the unit rate, in which case the line item total as quoted will govern and the unit rate will be corrected” Quoted rates of few items have therefore been corrected in the light of the above-mentioned sub-clause.

(ii) Blank Addendum/ modified BOQ has been attached alongwith the Bids and the alterations have been made in the original BOQ. As per sub-clause 9.2 of Bidding Documents, the Addendum shall be part of the Bidding Documents, and the bidder has not attached the Addendum alongwith the Bidding Documents. Based on the above facts, the Bidder is considered as Conditional Responsive subject to approval of the Employer

(iii) Addendum/ modified BOQ has not been attached alongwith the Bids and the

alterations have been made in the original BOQ. As per sub-clause 9.2 of Bidding Documents, the Addendum shall be part of the Bidding Documents, and the bidder has not attached the Addendum alongwith the Bidding Documents. Based on the above facts, the Bidder is considered as Conditional Responsive subject to approval of the Employer.

(iv) Addendum/ modified BOQ has not been attached alongwith the Bids by

M/s. Design & Engineering System and the rates have quoted in original BOQ. As per sub-clause IB 27.1 (b):



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“Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by the quantity, the unit rate as quoted will govern, unless in the opinion of the Employer there is an obviously gross misplacement of the decimal point in the unit rate, in which case the line item total as quoted will govern and the unit rate will be corrected”. Quoted rates of few items have therefore been corrected in the light of the above-mentioned sub-clause. As per sub-clause 9.2 of Bidding Documents, the Addendum shall be part of the Bidding Documents, and the bidder has not attached the Addendum alongwith the Bidding Documents. Based on the above facts, the Bidder is considered as Conditional Responsive subject to approval of the Employer.

(v) Addendum/ modified BOQ has not been attached alongwith the Bids by

M/s. Qavi Engineers and the rates have quoted in original BOQ. As per sub-clause 9.2 of Bidding Documents, the Addendum shall be part of the Bidding Documents, and the bidder has not attached the Addendum alongwith the Bidding Documents. Based on the above facts, the Bidder is considered as Conditional Responsive subject to approval of the Employer.

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. Nexus Builders

The bidder has offered 7% rebate on their quoted rates / amount in the Grand Summary of Bill of Quantities. The bid amount, as opened, announced and recorded in the bid opening statement is inclusive of this 7% rebate on quoted rate which has been incorporated in the evaluation process by applying it on the corrected bid amount prior to Provisional Sum, which is a fixed amount by the Employer.

• M/s. Usman Engineers

The bidder has offered 5% rebate on their quoted rates / amount in the Grand Summary of Bill of Quantities. The bid amount, as opened, announced and recorded in the bid opening statement is inclusive of this 5% rebate on quoted rate which has been incorporated in the evaluation process by applying it on the corrected bid amount prior to Provisional Sum, which is a fixed amount by the Employer.

• M/s. NLC Engineers

The bidder has offered 2.5% rebate on their quoted rates / amount in the Grand Summary of Bill of Quantities. The bid amount, as opened, announced and recorded in the bid opening statement is inclusive of this 2.5% rebate on quoted rate which has been incorporated in the evaluation process by applying it on the corrected bid amount prior to Provisional Sum, which is a fixed amount by the Employer.



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E. Additions

Not Applicable

F. Adjustment

Not Applicable

G. Minor Deviations i) M/s. Sh. Iqbal Akhtar

• Rates in words column have not been written. • Pages are only stamped not signed. • Whito/ Blanco has been used for correcting few items neither signed nor

stamped.

ii) M/s. Syed Eng. • Rates in words column have not been written. • Cutting/ overwriting have been found, which is neither signed nor stamped. • Letter of priced bid didn’t filled. • Appendix-J did not fill. • Incorrect Grand total amount written on Summary Page of BOQ.

iii) M/s. NEXUS Builders

• Rates in words column have not been written • Whito/ Blanco has been used for correcting few items neither signed nor

stamped.

iv) M/s. Usman Engineers • Rates in words column have not been written. • Cutting/ overwriting have been found, which is neither signed nor stamped.

v) M/s. NLC Engineers • Rates in words column have not been written. • Only letter of Price Bids, filled BOQ and Appendix-J to Bid have been provided.

vi) M/s. Shahid Builders

• Rate of item 4-d of sewerage did not quote. • In the rates quoted for some items, there is an ambiguity in figures and words. As

there is discrepancy between the quoted rates in figure and words, 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”.

vii) M/s. Highway

• Rates in words column have not been written. • Only letter of Price Bids, filled BOQ and Appendix-J to Bid have been provided. • Appendix-J did not fill. • Pages are neither signed nor stamped. • Rate has not been quoted of Item No. 12 of Road Work.

viii) M/s. Design & Engineering • Only letter of Price Bids, filled BOQ and Appendix-J to Bid have been provided. • Cutting/ overwriting have been found, which is neither signed nor stamped. • In the rates quoted for some items, there is an ambiguity in figures and words. As

there is discrepancy between the quoted rates in figure and words, corrections have been made as per Clause IB-27.1 (a) of “Instruction to Bidders”, i.e. “where



Page 6 of 8

there is a discrepancy between the amounts in figures and in words, the amount in words will govern.

• Line items total of 3-6 of Water Supply RCC Valves Chamber have not written in the BOQ.

ix) M/s. Ghousia

• Only letter of Price Bids, filled BOQ and Appendix-J to Bid have been provided. • In the rates quoted for some items, there is an ambiguity in figures and words. As

there is discrepancy between the quoted rates in figure and words, 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.

x) M/s. Qavi Engineers

• Rate has not been quoted of Item No. 12 of Road Work. 6. EVALUATION AND REASONBILITY OF RATES

The Engineer’s Estimate for this work was of Rs. 405,211,668/- (without 5% contingencies) and Rs. 425,472,251/- (including 5% contingencies), which is primarily based on MRS Schedule of Govt. of the Punjab, whereas the quoted rates of lowest bidder are 17.90% lower than the engineer estimate (without contingencies) and 21.81% lower than the engineer estimates (with contingencies). The status of all the bids in comparison with the Engineer Estimates is as follows:

Sr. No. Name of Bidder

Financial Bid Amount

(Corrected & Evaluated) excluding

Provisional Sum (Rs.)

% above/ below the Estimate

(without contingencies)

% above/ below the Estimate

(with contingencies)

Remarks

1 M/s. Sh. Iqbal Akhtar 349,322,204 (-) 13.79% (-) 17.90% 1st Lowest 2 M/s. Syed Engineering 402,025,028 (-) 0.79% (-) 5.51% 2nd Lowest

3 M/s. Nexus Builders 423,929,558 (+) 4.62% (-) 0.36% 3rd Lowest (Conditional Responsive)

4 M/s. Usman Engineers 447,907,393 (+) 10.54% (+) 5.27%

4th Lowest (Conditional Responsive)

5 M/s. NLC Engineers 466,804,252 (+) 15.20% (+) 9.71% 5th Lowest (Conditional Responsive)

6 M/s. Highways Construction 476,678,367 (+) 17.64% (+) 12.04%


7 M/s. Shahid Builders 477,195,637 (+) 17.76% (+) 12.16% 7th Lowest (Conditional Responsive)

8 M/s. Design & Engineering 511,641,695 (+) 26.27% (+) 20.25%


9 M/s. Ghousia Engineering 551,574,383 (+) 36.12% (+) 29.64% 9th Lowest

10 M/s. Qavi Engineers 565,463,327 (+) 39.55% (+) 32.90% Highest

(Conditional Responsive)



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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. Sh. Iqbal Akhtar has been determined as the responsive and the lowest

evaluated bidder amongst Ten (10) participants. The lowest bid after comparison with the Engineer’s Estimate has been found to be 13.79% lower than the engineer estimate (without contingencies) and 17.90% lower than the engineer estimates (with contingencies).

ii). The overall bid of M/s. Sh. Iqbal Akhtar is on lower side. Some of the items are quoted on very low side while some other items quoted are on high side but due to which no major impact is appearing on overall cost of project. However, some of the abnormally low/ high rates are as follow:

BOQ Item Short Description Qty. Unit

Engineer’s Estimate Quoted Rate Difference Impact on overall bid

price Rate Amount Rate Amount In Amount In %

ABNORMALLY LOW RATES ITEMS ROAD WORKS

29 Provide, lay, fill & compaction chenab sand in specified area ……..

1,174,789 Cft. 35.84 42,104,438 15 17,621,835 (-) 24,482,603 (-) 58.15% (-) 5.90%

STORM WATER DRAINAGE SYSTEM

4 Fabrication of Deformed bars (Grade-60) steel reinforcement …..

112,529 Kg 149 16,767,159 100 11,252,900 (-) 5,514,259 (-) 32.89% (-) 1.33%

SEWERAGE COLLECTION & DISPOSAL SYSTEM

13 Providing and laying GRP Sewerage Pipe…..

a) 200 mm Dia (8" dia) 17,240 Rft. 842 14,516,080 100 1,724,000 (-) 12,792,080 (-) 88.12% (-) 3.08% ELECTRIFICATION

AND STREET LIGHTING

4 Providing, fixing and connecting at electric pole of LED Light ….

a) 100Watts LED Light 190 Each 72,000 13,680,000 40,000 7,600,000 (-) 6,080,000 (-) 44.44% (-) 1.46% ABNORMALLY HIGH RATES ITEMS ROAD WORKS 4 Earthowrk in ordinary soil

for embankments in layers ………

2,150,672 Cft 5.67 12,195,171 12 25,808,064 (+) 13,612,893 (+) 111.63% (+) 3.28%

iii). Based on above table, it is apparent that lowest bidder has quoted abnormally low

rates of the lower items and abnormally high rate of the higher item, while all other higher/ lower rates quoted by him for other items are insignificant i.e. not having any substantial impact on the bid.



Page 8 of 8

iv). The above low items are main items of the work wherein the impact of these items is around 10% of Engineer’s Estimate. The lowest bidder may be asked to submit detailed specifications, sources, detailed rate analysis to justify the above mentioned high/ low rates.

v). In view of the above scenarios, following options are available with the Employer: a) Option - 1: Given the fact that the Lowest Bidder with a Bid Price of

Rs. 349,322,204/- (excluding Provisional Sum of Rs. 20M) is around 13.79% lower than the Engineer’s Estimates (without contingencies) and 17.90% lower than Engineer’s Estimates (including contingencies), the Employer may opt for rejection of the bids received in accordance with Rule 35 of Punjab Procurement Rules 2014 and undertake the re-bidding for the works as per Rule 36 of Punjab Procurement Rules 2014.

b) Option - 2: Work may be considered to be awarded to the lowest evaluated bidder M/s. Sh. Iqbal Akhtar at an amount of Rs. 349,322,204/- (excluding Rs. 20M Provisional Sum) which is 13.79% lower than the Engineer’s Estimates (without contingencies) and 17.90% lower than Engineer’s Estimates (including contingencies), if it is within the policy guidelines of FIEDMC. In this case, following line of action is recommended:

i. M/s. Sh. Iqbal Akhtar should be asked to provide an unconditional

undertaking on stamp paper that they will carry-out all the items, including items quoted low rates and also items mentioned in above table, will be procured & executed strictly according to the nomenclature provided in the BOQ items as well as the relevant specifications and other terms & conditions of the contract and as per the approval of the Employer and this undertaking should be made an integral part of the contract.

ii. The Employer may consider the application of Clause IB 28.4 of the

Instructions to Bidders.

iii. Prior to award of work, valid License of PEC for the year 2019-2020 with required specialization codes must be submitted by the lowest evaluated bidder as already identified during the Technical Bid Evaluation process.

vi). The Ten (10) Nos. Original Price Bids are returned herewith as received.

vii). The above recommendation are based on documents provided to the Consultants

and their fair assessment by the Consultants, and are therefore are strictly without prejudice, and are solely made for the perusal of and to assist the Procurement Committee of the Employer to prepare and finalize the Bid Evaluation in line with the Punjab PPRA Rules, and are subject to meeting with the applicable rules, regulations of Government of Punjab including Punjab Procurement Rules 2014.

AANNNNEEXXUURREE –– AA

CCOOPPYY OOFF NNEEWWSS CCLLIIPP

FAISALABAD INDUSTRIAL ESTATE DEVELOPMENT & MANAGEMENT COMPANY

IINNVVIITTAATTIIOONN TTOO BBIIDDDDEERRSS

(RE-INVITATION)

The Employer, Chief Executive Officer, Faisalabad Industrial Estate Development & Management Company, Faisalabad RE-invites sealed bids from eligible firms licensed by the Pakistan Engineering Council valid for the year 2018-19/2019, for the below mentioned Works:

1. Infrastructure Development Works of Commercial Zone-A for M-3 Industrial City, Near Sahianwala Interchange M-3 Motorway, Faisalabad; Contract No. FIC-034; the bidder must have PEC Category & Code C-3 or above with CE-01, CE-09 & CE-10; Cost of Bidding Documents Rs. 1,000/- (Rupees One Thousand Only) (non-refundable); Bid Security: 02% (Two Percent) of the estimated amount as of Pak Rs. 450 Million; Single Stage Two Envelope Bidding Procedure.

2. Infrastructure Development Works of Phase-IIB (including construction of Underground, Overhead Tank, Water Supply and Sewerage System) at M-3 Industrial City, Near Sahianwala Interchange M-3 Motorway, Faisalabad; Contract No. FIC-039; the bidder must have PEC Category & Code C-3 or above with CE-01, CE-09 & CE-10; Cost of Bidding Documents Rs. 1,000/- (Rupees One Thousand Only) (non-refundable); Bid Security: 02% (Two Percent) of the estimated amount as of Pak Rs. 280 Million; Single Stage Two Envelope Bidding Procedure.

3. Infrastructure Development Works of Phase-II (including construction of Underground, Overhead Tank, Water

Supply and Sewerage System) at M-3 Industrial City, Near Sahianwala Interchange M-3 Motorway, Faisalabad; Contract No. FIC-040; the bidder must have PEC Category & Code C-1 or above with CE-01, CE-09 & CE-10; Cost of Bidding Documents Rs. 2,000/- (Rupees Two Thousand Only) (non-refundable); Bid Security: 02% (Two Percent) of the estimated amount as of Pak Rs. 1,670 Million; Single Stage Two Envelope Bidding Procedure.

4. Infrastructure Development Works of Phase-IIA (including construction of Underground, Overhead Tank, Water Supply and Sewerage System) at M-3 Industrial City, Near Sahianwala Interchange M-3 Motorway, Faisalabad; Contract No. FIC-041; the bidder must have PEC Category & Code C-2 or above with CE-01, CE-09 & CE-10; Cost of Bidding Documents Rs. 1,000/- (Rupees One Thousand Only) (non-refundable); Bid Security: 02% (Two Percent) of the estimated amount as of Pak Rs. 660 Million; Single Stage Two Envelope Bidding Procedure.

Bidders may obtain further information from, inspect at PPRA Punjab and/or FIEDMC websites and acquire the Bidding Documents from the Employer’s Office. A complete set of Bidding Documents may be purchased by an interested bidder on submission of a written application to the Employer’s Office and upon payment of a non-refundable fee as stated hereinabove against each Work. The documents shall be issued to those bidders who will furnish, along with the application, valid PEC enlistment in the relevant category and codes. Bidding Documents shall not be issued on the Bid Submission Date i.e. 26.08.2019 and on the dates two days before the submission date i.e. 24&25.08.2019. Bids must be accompanied by an acceptable Bid Security in the amount as stated hereinabove. Bids, Technical and Financial, must be delivered at the Employer’s Office at or before 1400 hours, on 26.08.2019. Bids will be opened at 1430 on the same day, in the presence of bidder’s representatives who choose to attend at the below stated address. Punjab Procurement Rules 2014, together with amendments, shall apply. Employer’s Address Chief Executive Officer FAISALABAD INDUSTRIAL ESTATE DEVELOPMENT & MANAGEMENT COMPANY 1st Floor, FCCI Complex, East Canal Road, Canal Park, Faisalabad, Tel: 041-9230231-4 Fax: 041-9230235

AANNNNEEXXUURREE –– BB

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AANNNNEEXXUURREE –– CC

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BIDS EVALUATION REPORT FIEDMC


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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. Sh. Iqbal Akhtar Y Y* Y** Y Y Y M/s. Syed Engineering Y Y* Y** Y Y Y M/s. Nexus Builders Y Y* Y** Y Y Y M/s. Usman Engineers Y Y* Y** Y Y Y M/s. NLC Engineers Y Y* Y** Y*** Y Y M/s. Highways Construction Y Y* Y** Y*** Y Y M/s. Shahid Builders Y Y* Y** Y Y Y M/s. Design & Engineering Y Y* Y** Y Y Y M/s. Ghousia Engineering Y Y* Y** Y Y Y M/s. Qavi Engineers Y Y* Y** Y Y Y

* Already Checked in Technical Bid. Comments has already been given in Technical Bids. ** The Bid Security was submitted by the bidders alongwith Technical Proposals (one of the responsiveness requirement) and as such was

considered during Technical Evaluation process. *** Only Financial Bids consisting of Letter of Price Bid, Appendix-C to Bid and Filled BOQ, was submitted.



[

Page 2 of 5

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. Sh. Iqbal Akhtar 370,476,125 - (-) 1,153,921 20,000,000 349,322,204 - - 349,322,204

M/s. Syed Engineering 443,974,352 - (-) 21,949,324 20,000,000 402,025,028 - - 402,025,028

M/s. Nexus Builders 475,974,840 - (-) 1,656,066 20,000,000 454,318,774 7% 30,389,216 423,929,558

M/s. Usman Engineers 489,894,975 - (+) 463,916 20,000,000 470,358,891 5% 22,451,498 447,907,393

M/s. NLC Engineers 498,781,552 - (-) 577,929 20,000,000 478,203,623 2.5% 11,399,371 466,804,252 M/s. Highways Construction 496,678,367 - - 20,000,000 476,678,367 - - 476,678,367

M/s. Shahid Builders 497,938,700.75 - (-) 743,064 20,000,000 477,195,637 - - 477,195,637

M/s. Design & Engineering 522,401,942 - (+) 9,239,753 20,000,000 511,641,695 - - 511,641,695

M/s. Ghousia Engineering 500,703,583 - (+) 70,870,800 20,000,000 551,574,383 - - 551,574,383

M/s. Qavi Engineers 585,463,327 - - 20,000,000 565,463,327 - - 565,463,327



[

Page 3 of 5

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. Sh. Iqbal Akhtar 349,322,204 - - - 349,322,204

M/s. Syed Engineering 402,025,028 - - - 402,025,028

M/s. Nexus Builders 423,929,558 - - - 423,929,558

M/s. Usman Engineers 447,907,393 - - - 447,907,393

M/s. NLC Engineers 466,804,252 - - - 466,804,252

M/s. Shahid Builders 476,678,367 - - - 476,678,367

M/s. Highways Construction 477,195,637 - - - 477,195,637

M/s. Design & Engineering 511,641,695 - - - 511,641,695

M/s. Ghousia Engineering 551,574,383 - - - 551,574,383

M/s. Qavi Engineers 565,463,327 - - - 565,463,327



Page 4 of 5

Annex-II

Table-8 PROPOSED CONTRACT AWARD

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

a). Name

b). Address

M/s. Sh. Iqbal Akhtar

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 12 Months Amount(s) 5. Bid Price(s) (Read-out) 370,476,125 6. Corrections for Errors (-) 1,153,921 7. Discounts - 8. Other Adjustments Less: Prov. Sum 20,000,000 9. Proposed Award 349,322,204

Notes :

1. M/s. Sh. Iqbal Akhtar has been determined as the responsive and the lowest evaluated bidder amongst Ten (10) participants. The lowest bid after comparison with the Engineer’s Estimate has been found to be 13.79% lower than the engineer estimate (without contingencies) and 17.90% lower than the engineer estimates (with contingencies).

2. The overall bid of M/s. Sh. Iqbal Akhtar is on lower side. Some of the items are quoted on very low side while some other items quoted are on high side but due to which no major impact is appearing on overall cost of project. However, some of the abnormally low/ high rates are as follow:



price Rate Amount Rate Amount In Amount In %

ABNORMALLY LOW RATES ITEMS ROAD WORKS

29 Provide, lay, fill & compaction chenab sand in specified area ……..

1,174,789 Cft. 35.84 42,104,438 15 17,621,835 (-) 24,482,603 (-) 58.15% (-) 5.90%

STORM WATER DRAINAGE SYSTEM

4 Fabrication of Deformed bars (Grade-60) steel reinforcement …..

112,529 Kg 149 16,767,159 100 11,252,900 (-) 5,514,259 (-) 32.89% (-) 1.33%

SEWERAGE COLLECTION & DISPOSAL SYSTEM

13 Providing and laying GRP Sewerage Pipe…..

a) 200 mm Dia (8" dia) 17,240 Rft. 842 14,516,080 100 1,724,000 (-) 12,792,080 (-) 88.12% (-) 3.08% ELECTRIFICATION

AND STREET LIGHTING

4 Providing, fixing and connecting at electric pole of LED Light ….

a) 100Watts LED Light 190 Each 72,000 13,680,000 40,000 7,600,000 (-) 6,080,000 (-) 44.44% (-) 1.46% ABNORMALLY HIGH RATES ITEMS ROAD WORKS



Page 5 of 5



price Rate Amount Rate Amount In Amount In % 4 Earthowrk in ordinary soil

for embankments in layers ………

2,150,672 Cft 5.67 12,195,171 12 25,808,064 (+) 13,612,893 (+) 111.63% (+) 3.28%

3. Based on above table, it is apparent that lowest bidder has quoted abnormally low rates of the

lower items and abnormally high rate of the higher item, while all other higher/ lower rates quoted by him for other items are insignificant i.e. not having any substantial impact on the bid.

4. The above low items are main items of the work wherein the impact of these items is around 10% of Engineer’s Estimate. The lowest bidder may be asked to submit detailed specifications, sources, detailed rate analysis to justify the above mentioned high/ low rates.

5. In view of the above scenarios, following options are available with the Employer:

a) Option - 1: Given the fact that the Lowest Bidder with a Bid Price of Rs. 349,322,204/- (excluding Provisional Sum of Rs. 20M) is around 13.79% lower than the Engineer’s Estimates (without contingencies) and 17.90% lower than Engineer’s Estimates (including contingencies), the Employer may opt for rejection of the bids received in accordance with Rule 35 of Punjab Procurement Rules 2014 and undertake the re-bidding for the works as per Rule 36 of Punjab Procurement Rules 2014.

b) Option - 2: Work may be considered to be awarded to the lowest evaluated bidder M/s. Sh. Iqbal Akhtar at an amount of Rs. 349,322,204/- (excluding Rs. 20M Provisional Sum) which is 13.79% lower than the Engineer’s Estimates (without contingencies) and 17.90% lower than Engineer’s Estimates (including contingencies), if it is within the policy guidelines of FIEDMC. In this case, following line of action is recommended:

i. M/s. Sh. Iqbal Akhtar should be asked to provide an unconditional undertaking on stamp

paper that they will carry-out all the items, including items quoted low rates and also items mentioned in above table, will be procured & executed strictly according to the nomenclature provided in the BOQ items as well as the relevant specifications and other terms & conditions of the contract and as per the approval of the Employer and this undertaking should be made an integral part of the contract.

ii. The Employer may consider the application of Clause IB 28.4 of the Instructions to

Bidders.

iii. Prior to award of work, valid License of PEC for the year 2019-2020 with required specialization codes must be submitted by the lowest evaluated bidder as already identified during the Technical Bid Evaluation process.

6. The Ten (10) Nos. Original Price Bids are returned herewith as received.

7. The above recommendation are based on documents provided to the Consultants and their fair assessment by the Consultants, and are therefore are strictly without prejudice, and are solely made for the perusal of and to assist the Procurement Committee of the Employer to prepare and finalize the Bid Evaluation in line with the Punjab PPRA Rules, and are subject to meeting with the applicable rules, regulations of Government of Punjab including Punjab Procurement Rules 2014.

AANNNNEEXXUURREE -- DD

TTEECCHHNNIICCAALL BBIIDDSS EEVVAALLUUAATTIIOONN SSTTAATTEEMMEENNTT

Technical Bid - FIC-034

SUBJECT : INFRASTRUCTURE DEVELOPMENT WORKS OF COMMERCIAL ZONE-A FOR M-3 INDUSTRIAL CITY, NEAR SAHIANWALA INTERCHANGE M-3 MOTORWAY, FAISALABADCONTRACT NO : FIC-034

PEC Licence valid for the year

2019 (YES / NO)

PEC Category (C-3 & Above)

(YES / NO)

Specialization Codes CE-01, CE-09 & CE-

10(YES / NO)

Bid Security

(Rs. 8.3 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 on Litigation

(YES / NO)

REMARKS

Overall Experience of the firm 05 project of 350 M & above (last 10 years)

(10 Points)

Exp. of Integrated

Infrast. Dev.

Works COMPLET

ED 05 project of 350 M &

above (last 10 years)

(30 Points)

Exp. of Integrated

Infrast. Dev.

Works IN HAND 05 project of 350 M & above

(20 Points)

Points Obtained

(a)60 Points

min 30 points

req. (50% in each catag.)

Proposed Detailed Const.

Schedule (05 Points)

Detailed Method

Statement (02 Points)

Proposed Project

Manager (05 Points)

Graduate Engineers (1 point for

each Engineer) (04 Points)

List of machinery

and equipment with proof of o'ship

(04 Points)

Points Obtained

(b)20 Points

min 10 points


Audit Reports of the firm for

last 05 years

(05 Points)

Average Annual

Turnover for last 05

years (15 Points)

Points Obtained

(c)20 Points

min 10 points


1 M/s. Design & Engineering System Y 1 CA Y Y Y Y Y Conditional

Eligible 10 26 8 44 5 2 5 4 4 20 4 15 19 83

2 M/s. NLC Engineers Y CA Y Y Y N Y Conditional Eligible 10 30 20 60 3 2 5 4 4 18 5 15 20 98

3 M/s. Ghousia Engineering Construction Y 1 C1 / E Y Y Y Y Y Conditional

Eligible 10 23 4 37 5 2 5 3 4 19 5 15 20 76

4 M/s. Highway Construction Y 1 CA Y Y Y Y Y Conditional Eligible 10 15 5 30 5 2 5 4 4 20 5 15 20 70

5 M/s. Malik Rehan Ahmed Y C3 Y Y Y N N Conditional Eligible 3 0 2 5 0 0 0 2 2 4 0 0 9

6 M/s. Nexus Builders (Pvt.) Ltd. Y 1 CB Y Y Y Y Y Conditional Eligible 10 22 3 35 5 2 5 4 4 20 3 15 18 73

7 M/s. Progress Dynamics (Pvt.) Ltd. Y 1 C1 Y Y Y Y Y Conditional

Eligible 4 3 2 9 0 0 5 4 4 13 5 15 20 42

8 M/s. Qavi Engineers (Pvt.) Ltd. Y 1 CA Y Y Y Y Y Conditional Eligible 10 21 6 37 5 2 5 4 4 20 5 15 20 77

9 M/s. Sh. Iqbal Akhtar & Co. Y 1 C1 Y Y Y Y Y Conditional Eligible 10 18 4 32 5 2 5 4 4 20 5 15 20 72

10 M/s. Shahid Builders (Pvt.) Ltd. Y 1 CA Y Y Y Y Y Conditional

Eligible 8 14 13 35 3 2 5 4 4 18 5 15 20 73

11 M/s. Syed Engineering Co. Y 1 CA Y Y 2 Y Y Y Conditional Eligible 10 18 9 37 5 2 5 4 4 20 5 9 14 71

12 M/s. Usman Engineers (Pvt.) Ltd. Y 1 C1 Y Y Y Y Y Conditional

Eligible 10 25 6 41 5 2 5 4 4 20 5 15 20 81

13 M/s. Zafar & Co. Y 1 CA Y Y Y Y Y Conditional Eligible 2 6 13 21 3 1 5 4 4 17 2 15 17 55

A) M/s. Design & Engineering System1) PEC Certificate has expired in June 2019. As such, updated licence will be required, preferably before finalization of Evaluation.

Work-order/ completion certificates for works claimed as exp. record, may be verified by the Employer, directly.

B) M/s. NLC Engineers1) An affidavit regarding no black-listing is missing.


C) M/s. Ghousia Engineering Construction1) PEC Certificate has expired in June 2019. As such, updated licence will be required, preferably before finalization of Evaluation.


D) M/s. Highway Construction1) PEC Certificate has expired in June 2019. As such, updated licence will be required, preferably before finalization of Evaluation.



DRAFT EVALUATION OF TECHNICAL BIDS

No. CONTRACTORS

MANDATORY REQUIREMENTS QUALIFICATION REQUIREMENTSTotal

Points Obtained

as per draft

evaluation (At least 70

point required to

qualify) (a+b+c)(100

Points)

Remark

ELIGIBILITY

(For review, scrutiny & further necessary action by Employer)

EXPERIENCE PERSONNEL & EQUIPMENT CAPABILITY FINANCIAL SOUNDNESS CAPABILITY

Technical Bid - FIC-034

SUBJECT : INFRASTRUCTURE DEVELOPMENT WORKS OF COMMERCIAL ZONE-A FOR M-3 INDUSTRIAL CITY, NEAR SAHIANWALA INTERCHANGE M-3 MOTORWAY, FAISALABADCONTRACT NO : FIC-034

PEC Licence valid for the year

2019 (YES / NO)

PEC Category (C-3 & Above)

(YES / NO)

Specialization Codes CE-01, CE-09 & CE-

10(YES / NO)

Bid Security

(Rs. 8.3 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 on Litigation

(YES / NO)

REMARKS

Overall Experience of the firm 05 project of 350 M & above (last 10 years)

(10 Points)

Exp. of Integrated

Infrast. Dev.

Works COMPLET

ED 05 project of 350 M &

above (last 10 years)

(30 Points)

Exp. of Integrated

Infrast. Dev.

Works IN HAND 05 project of 350 M & above

(20 Points)

Points Obtained

(a)60 Points

min 30 points


Proposed Detailed Const.

Schedule (05 Points)

Detailed Method

Statement (02 Points)

Proposed Project

Manager (05 Points)

Graduate Engineers (1 point for

each Engineer) (04 Points)

List of machinery

and equipment with proof of o'ship

(04 Points)

Points Obtained

(b)20 Points

min 10 points


Audit Reports of the firm for

last 05 years

(05 Points)

Average Annual

Turnover for last 05

years (15 Points)

Points Obtained

(c)20 Points

min 10 points



DRAFT EVALUATION OF TECHNICAL BIDS

No. CONTRACTORS

MANDATORY REQUIREMENTS QUALIFICATION REQUIREMENTSTotal

Points Obtained

as per draft

evaluation (At least 70

point required to

qualify) (a+b+c)(100

Points)

Remark

ELIGIBILITY

(For review, scrutiny & further necessary action by Employer)

EXPERIENCE PERSONNEL & EQUIPMENT CAPABILITY FINANCIAL SOUNDNESS CAPABILITY

E) M/s. Malik Rehan Ahmed1) Detail has been submitted for only 02 Engineers.2) Work-orders and/ or completion for smaller projects have been provided.3) List of Personnel of all staff has been provided but detail submitted for only 02 Engineers.4) List of Equipment has been provided and backup has provided for few equipments.

F) M/s. Nexus Builders (Pvt.) Ltd.1) PEC Certificate has expired in June 2019. As such, updated licence will be required, preferably before finalization of Evaluation.2) List of Personnel has been provided. Only summarized CV and copy of PEC certificate/ card have provided.


G) M/s. Progress Dynamics (Pvt.) Ltd.1) PEC Certificate has expired in June 2019. As such, updated licence will be required, preferably before finalization of Evaluation.2) Sub-Contracting & smaller work exp has been shown.3) Construction schedule has been submitted showing duration 18 months.4) Method statement has not been provided.

H) M/s. Qavi Engineers (Pvt.) Ltd.1) PEC Certificate has expired in June 2019. As such, updated licence will be required, preferably before finalization of Evaluation.


I) M/s. Sh. Iqbal Akhtar & Co.1) PEC Certificate has expired in June 2019. As such, updated licence will be required, preferably before finalization of Evaluation.


J) M/s. Shahid Builders (Pvt.) Ltd.1) PEC Certificate has expired in June 2019. As such, updated licence will be required, preferably before finalization of Evaluation.


K) M/s. Syed Engineering Co.1) PEC Certificate has expired in June 2019. As such, updated licence will be required, preferably before finalization of Evaluation.2)

3) Only CVs of the personnel attached wherein no PEC No. has found, Employer to acquire the same.Work-order/ completion certificates for works claimed as exp. record, may be verified by the Employer, directly.

L) M/s. Usman Engineers (Pvt.) Ltd.1) PEC Certificate has expired in June 2019. As such, updated licence will be required, preferably before finalization of Evaluation.2) List of Personnel has been provided. Only summarized CV and copy of PEC certificate/ card have provided.


M) M/s. Zafar & Co.1) PEC Certificate has expired in June 2019. As such, updated licence will be required, preferably before finalization of Evaluation.


As per Bid Opening Statement, the amount of Bid Security has been submitted for Rs. 5.6 M whereas the required Bid Security was Rs. 8.3 M. An Addendum to Bank Guarantee has been received for corrected amount vide FIEDMC letter No. 03/03/FIC-034&039/2019/311 dated 26/08/2019. Employer to decide the acceptance of same or otherwise based on procurement policy of FIEDMC

AANNNNEEXXUURREE -- EE

BBIIDDSS CCOOMMPPAARRAATTIIVVEE SSTTAATTEEMMEENNTT

Comp.-Summary Page 1 of 1

Client / Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works of M3 Industrial City, FaisalabadName of Work : Infrastructure Development Works (Commercial Zone-A) for M-3 Industrial City Location : FaisalabadContract No : FIC-034

ESTIMATE M/s. Sh. Iqbal M/s. DES M/s. Ghousia M/s. Highways M/s. Qavi Eng M/s. Shahid M/s. Syed EngSub

Head Description Amount (Rs.) Amount (Rs.) Amount (Rs.) Amount (Rs.) Amount (Rs.) Amount (Rs.) Amount (Rs.) Amount (Rs.)

A Road Works 250,065,579 219,155,221 296,000,574 267,398,740 309,124,422 317,645,377 274,480,373 266,712,172 260,005,752 269,568,181 245,465,267

B Storm Water Drainage System 34,507,651 26,039,109 36,731,196 38,964,451 34,442,255 45,943,450 33,532,779 39,366,415 33,480,365 42,151,313 29,843,006

C Water Supply Network 16,638,228 11,210,982 30,424,694 22,037,565 24,797,092 22,584,363 19,561,850 27,881,921 22,590,845 17,592,422 14,015,687

D Water Supply Connection Chamber 6,068,267 5,911,657 7,988,936 7,112,573 6,894,366 7,895,917 6,321,768 7,420,049 6,356,279 6,808,273 5,584,461

E Water Supply RCC Valves Chamber 735,771 618,480 983,838 906,436 1,619,790 1,016,673 753,852 932,082 787,464 771,476 666,053

F Sewerage Collection & Disposal System 59,975,672 40,618,558 75,120,767 83,700,371 74,289,602 99,843,882 62,247,030 88,005,926 80,358,739 81,381,040 59,783,505

G Electrification and Street lighting Works 37,220,500 29,133,806 40,027,800 105,188,800 25,510,840 43,606,840 37,234,000 24,153,470 45,450,524 37,702,144 27,523,000

405,211,668 332,687,813 487,277,805 525,308,936 476,678,367 538,536,502 434,131,652 454,472,035 449,029,968 455,974,849 382,880,97920,260,583 - - - - - - - - - -

425,472,251 332,687,813 487,277,805 525,308,936 476,678,367 538,536,502 434,131,652 454,472,035 449,029,968 455,974,849 382,880,979- - - - - - 7% 30,389,216 - 5% 22,451,498 2.5% 11,399,371 -- 332,687,813 487,277,805 525,308,936 476,678,367 538,536,502 403,742,436 454,472,035 426,578,470 444,575,478 382,880,979- 16,634,391 24,363,890 26,265,447 - 26,926,825 20,187,122 22,723,602 21,328,923 22,228,774 19,144,049- 349,322,204 511,641,695 551,574,383 476,678,367 565,463,327 423,929,558 477,195,637 447,907,393 466,804,252 402,025,028- 20,000,000 20,000,000 20,000,000 20,000,000 20,000,000 20,000,000 20,000,000 20,000,000 20,000,000 20,000,000

425,472,251 369,322,204 531,641,695 571,574,383 496,678,367 585,463,327 443,929,558 497,195,637 467,907,393 486,804,252 422,025,028

As per Bid Opening Statement 370,476,125 522,401,942 500,703,583 496,678,367 585,463,327 497,938,700.75 443,974,352

SUMMARY

Bid Amount % (above/

below)(excl. conting.)

% (above/ below)

(incl. conting.)M/s. Sh. Iqbal Akhtar 349,322,204 -13.79% -17.90%

M/s. Syed Engineering 402,025,028 -0.79% -5.51%M/s. Nexus Builders 423,929,558 4.62% -0.36%

M/s. Usman Engineers 447,907,393 10.54% 5.27%M/s. NLC Engineers 466,804,252 15.20% 9.71%

M/s. Highways 476,678,367 17.64% 12.04%M/s. Shahid Builders 477,195,637 17.76% 12.16%

M/s. Design & Engineering 511,641,695 26.27% 20.25%M/s. Ghousia 551,574,383 36.12% 29.64%

M/s. Qavi Engineers 565,463,327 39.55% 32.90%

Add: Provisional Sum

Sub Total (Rs.)Add Contingencies 5%

Sub Total (Rs.)

COMPARATIVE STATEMENT

GRAND SUMMARY

M/s. NLC

Amount (Rs.)

486,812,012.48442,656,602 467,465,620

Grand Total (Rs.)

M/s. NEXUS

Amount (Rs.)

M/s. Usman Eng

Amount (Rs.)

Less: RebatSub Total (Rs.)

PST @ 5% of Sub-Total Amount (If Applicable)Sub Total (Rs.)

Comp. - RoadPage 1 of 3

Client / Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works of M3 Industrial City, FaisalabadName of Work : Infrastructure Development Works (Commercial Zone-A) for M-3 Industrial City Location : FaisalabadContract No : FIC-034Sub-Head : Road Works

Sr.No Description Qty. Unit Rate

(Rs.)Amount

(Rs.)Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Road Works1 Natural Ground Compaction upto an

average depth of 6", by sheep foot roller,power roller or any other mechanicalmean with optimum moisture content toachieve minimum 90% modifiedA.A.S.H.O. density.

1,027,293 Sft 0.37 380,098 0.05 51,365 1 1,027,293 2 2,054,586 2.50 2,568,233 2.05 2,105,951 1 1,027,293 3 3,081,879 3 3,081,879 2.20 2,260,045 3 3,081,879

2 Earthwork excavation in open cutting alldepth for storm water channels, drains,sullage drains in open areas, roads,streets, lanes, including under pinning ofwalls and shoring to protect existingworks, shuttering and timbering thetrenches, dressed to designed level anddimensions, trimming, removal of surfacewater from trenches, back filling andsurplus excavated material disposed ofand dressed including all lead & lift

6,762 Cft. 5.57 37,658 10 67,620 18 121,716 10 67,620 6 40,572 18 121,716 25 169,050 12 81,144 8 54,096 12 81,144 7 47,334

3 Borrowpit excavation undressed includingall lead & lift.

2,143,910 Cft 4.38 9,397,722 3 6,431,730 1 2,143,910 4 8,575,640 5 10,719,550 0.01 21,439 10 21,439,100 3 6,431,730 4 8,575,640 6.61 14,171,245 9 19,295,190

4 Earthowrk in ordinary soil forembankments in layers (thickness oflayers as per specifications) includingwatering, ramming, ploughing and mixingwith blade grade or disc harrow or othersuitable equipment, compaction bymechanical means at optimum moisturecontent and dressing to designed sectionand all lead & lift, etc., complete in allrespects:-i) 95% to 100% maximum modifiedAASHO dry density

2,150,672 Cft 5.67 12,195,171 12 25,808,064 12 25,808,064 8 17,205,376 10 21,506,720 19 40,862,768 5 10,753,360 15 32,260,080 10 21,506,720 6.61 14,215,942 7 15,054,704

5 Sub Grade preparation in earth cut 225,305 Sft 5.55 1,250,443 8 1,802,440 6 1,351,830 4 901,220 7 1,577,135 6.16 1,387,879 10 2,253,050 7 1,577,135 7 1,577,135 15.00 3,379,575 8 1,802,440

6 Providing and laying sub-base course ofstone product ditto of approved qualityand grade, including placing, mixing,spreading and compaction of sub-basematerial to required depth, camber, gradeto achieve 100% maximum modifiedAASHO dry density, including carriage ofall material, etc., complete as perspecifications & directions of theEngineer. Pit run or bed run gravel. (ForImproved Sub-Grade)

11,265 Cft 35.84 403,681 40 450,600 62 698,430 61 687,165 20 225,300 64 720,960 70 788,550 37 416,805 46 518,190 45.43 511,769 25 281,625

7 Providing and laying sub-base course ofstone product ditto of approved qualityand grade, including placing, mixing,spreading and compaction of sub-basematerial to required depth, camber, gradeto achieve 95%-100% maximum modifiedAASHO dry density, including carriage ofall material etc., complete as perspecifications & directions of theEngineer. Crushed stone aggregate.

419,122 Cft 42.68 17,886,031 50 20,956,100 65 27,242,930 61 25,566,442 78 32,691,516 64 26,823,808 70 29,338,540 41 17,184,002 60 25,147,320 50.03 20,968,674 42 17,603,124

8 Providing and laying base course ofcrushed stone aggregate of approvedquality and grade, and supply andspreading of stone screening, includingplacing, mixing, spreading andcompaction of base course material torequired depth, camber and grade toachieve 95%-100% maximum modifiedAASHO dry density, including carriage ofall materials to site of work except graveland. aggregate.

350,710 Cft 64.30 22,550,127 70 24,549,700 65 22,796,150 76 26,653,960 105 36,824,550 77 27,004,670 80 28,056,800 65 22,796,150 68 23,848,280 56.00 19,639,760 58 20,341,180

9 Providing and laying bituminous primingcoat, using 10 lbs. kerosene oil and 10lbs. binder per 100 Sft. or 0.5 Kgkerosene and 0.5 Kg binder per squaremetre

419,122 Sft 11.34 4,753,263 20 8,382,440 9 3,772,098 15 6,286,830 12 5,029,464 8 3,352,976 10 4,191,220 9 3,772,098 8 3,352,976 8.05 3,373,932 7 2,933,854

M/s. Syed Engineers


M/s. Qavi Engineers M/s. NEXUS Builders M/s. Shahid Builders M/s. Usman Engineers M/s. NLC EngineersM/s. Sh. Iqbal Akhtar M/s. Design & Eng. System M/s. Ghousia Engineering M/s. Highways Const.Engineer's Estimate



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M/s. Syed EngineersM/s. Qavi Engineers M/s. NEXUS Builders M/s. Shahid Builders M/s. Usman Engineers M/s. NLC EngineersM/s. Sh. Iqbal Akhtar M/s. Design & Eng. System M/s. Ghousia Engineering M/s. Highways Const.Engineer's Estimate

10 Providing and laying plant premixedbituminous carpet, ncluding compactionand finishing to required camber, gradeand density 4.5% Bitumen (2" ThickCompacted)

419,122 Sft 84.05 35,225,528 70 29,338,540 100 41,912,200 92 38,559,224 85 35,625,370 100 41,912,200 90 37,720,980 111 46,522,542 95 39,816,590 96.29 40,357,257 81 33,948,882

11 Cement concrete plain Ratio 1:4:8including placing, compacting, finishingand curing complete (including screeningand washing of stone aggregate.

78,986 Cft 180.00 14,217,638 125 9,873,250 250 19,746,500 161 12,716,746 185 14,612,410 197 15,560,242 200 15,797,200 159 12,558,774 210 16,587,060 207.62 16,399,073 160 12,637,760

12 Concrete Class - B 10 Cft 237.98 2,380 3,400 34,000 - 300 3,000 - - 350 3,500 264 2,640 450 4,500 268.84 2,688 250 2,500

13 Providing and erection at site of work:-Sign post of M.S. plate 1/8" thick (3 mm)b) Warning/Direction/Informatory.

282 Each 5,135.75 1,448,282 2,990 843,180 5,000 1,410,000 2,530 713,460 18,000 5,076,000 24,700 6,965,400 1,500 423,000 8,960 2,526,720 18,900 5,329,800 16,000.00 4,512,000 15,500 4,371,000

14 Traffic Road Sign category - 3 (a) 94 Each 29,691.19 2,790,972 15,000 1,410,000 27,000 2,538,000 25,200 2,368,800 24,000 2,256,000 44,600 4,192,400 30,000 2,820,000 19,200 1,804,800 40,500 3,807,000 32,844.00 3,087,336 27,000 2,538,000

15 Traffic Road Sign category - 3 (b) 94 Each 54,475.33 5,120,681 20,000 1,880,000 31,000 2,914,000 45,500 4,277,000 35,000 3,290,000 67,900 6,382,600 50,000 4,700,000 29,440 2,767,360 59,600 5,602,400 32,844.00 3,087,336 45,000 4,230,000

16 Painting Traffic Lanes 5" wide (125mm),(1.5 mm thick), with thermoplastic (TP)Paint including Glass Beads, complete inal respect

34,503 Sft. 75.48 2,604,286 100 3,450,300 50 1,725,150 40 1,380,120 69 2,380,707 82 2,829,246 80 2,760,240 128 4,416,384 90 3,105,270 80.50 2,777,492 75 2,587,725

17 Reflective Aluminium pavement stud(Raised profile type single)

2,314 Each 693.49 1,604,736 500 1,157,000 700 1,619,800 610 1,411,540 580 1,342,120 630 1,457,820 1,200 2,776,800 576 1,332,864 690 1,596,660 350.00 809,900 480 1,110,720

18 Reflective Aluminium pavement stud(Raised profile type double)

231 Each 757.24 174,922 701 161,931 800 184,800 760 175,560 650 150,150 790 182,490 1,500 346,500 832 192,192 800 184,800 500.00 115,500 750 173,250

Pipe Sleeve19 Earthwork excavation in open cutting for

storm water channels, drains, sullagedrains in open areas, roads, streets,lanes, including under pinning of wallsand shoring to protect existing works,shuttering and timbering the trenches,dressed to designed level anddimensions, trimming, removal of surfacewater from trenches, back filling andsurplus excavated material disposed ofand dressed upto any lead & lift. (InOrdinary Soil)

13,659 Cft 5.57 76,067 15 204,885 12 163,908 8 109,272 10 136,590 18 245,862 10 136,590 14 191,226 6 81,954 8.00 109,272 10 136,590

20 Providing and laying reinforced cementconcrete (including prestressed concrete),using coarse sand and screened gradedand washed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):- Reinforced cementconcrete in slab of rafts / strip foundation,base slab of column and retaining walls;etc and other structural members otherthan those mentioned in above notrequiring form work (i.e. horizontalshuttering) complete in all respects:-(Nominal mix 1:2:4, having minimumcompressive strength cylindrical of 3000Psi @ 28 days). (For Base Slab ofChamber).

2,912 Cft 277.20 807,206 300 873,600 300 873,600 264 768,768 450 1,310,400 370 1,077,440 250 728,000 325 946,400 310 902,720 288.84 841,102 300 873,600

21 Granular Back Fill. 1,584 Cft 42.79 67,779 50 79,200 65 102,960 25 39,600 56 88,704 64 101,376 100 158,400 41 64,944 45 71,280 74.34 117,755 45 71,280

22 Precast reinforced cement concrete andprestressed reinforced cement concrete incolumns, beams, lintels, stair cases,shelves, etc. (nominal mix 1:2:4, havingminimum compressive cylindrical strengthof 3000 PSI @ 28 days). including cost ofErecting and fixing in position, precastcement concrete or stone slab in roofs orlintels, etc., complete as perspecifications & directions of theEngineers. (For RCC Precast top slab ofDrain)

59 Cft 387.20 22,845 600 35,400 450 26,550 355 20,945 360 21,240 670 39,530 500 29,500 390 23,010 325 19,175 328.84 19,402 300 17,700

23 Precast kerb block in concrete class A-1of size 450 Height x 300 Length x 150mmThickness (18"x12"x6") including concretebedding & haunching.

45,573 Rft 285.14 12,994,685 260 11,848,980 350 15,950,550 370 16,862,010 350 15,950,550 383 17,454,459 400 18,229,200 316 14,401,068 350 15,950,550 350.50 15,973,337 290 13,216,170


62,171 Rft 261.78 16,275,124 200 12,434,200 250 15,542,750 310 19,273,010 235 14,610,185 360 22,381,560 375 23,314,125 278 17,283,538 290 18,029,590 299.60 18,626,432 260 16,164,460



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M/s. Syed EngineersM/s. Qavi Engineers M/s. NEXUS Builders M/s. Shahid Builders M/s. Usman Engineers M/s. NLC EngineersM/s. Sh. Iqbal Akhtar M/s. Design & Eng. System M/s. Ghousia Engineering M/s. Highways Const.Engineer's Estimate


2,125 Rft 138.57 294,461 210 446,250 250 531,250 250 531,250 185 393,125 200 425,000 325 690,625 220 467,500 250 531,250 122.71 260,759 100 212,500

26 Supplying high density double wall PEcorrugated pipe and fittings (end cap,elbow, tee etc,.) SN-08 for sleeves withand including the cost of laying in properposition, jointing and commissioningcomplete all as per drawing and directionof the Engineer.a) 200 mm Dia Pipe 121 Rft 907.00 109,747 997 120,637 1,500 181,500 1,210 146,410 1,100 133,100 730 88,330 600 72,600 1,356 164,076 1,240 150,040 784.90 94,973 650 78,650 b) 250 mm Dia Pipe 935 Rft 1,814.00 1,696,090 1.21 1,131 1,600 1,496,000 1,115 1,042,525 1,200 1,122,000 1,330 1,243,550 1,000 935,000 2,073 1,938,255 1,950 1,823,250 1,202.21 1,124,066 1,200 1,122,000

27 Preparing surface & painting ofcholoronited rubber based paint on kerbblocks (as per specification and approvedcolor).

91,936 Sft. 36.00 3,309,696 30 2,758,080 75 6,895,200 30 2,758,080 18 1,654,848 38 3,493,568 70 6,435,520 32 2,941,952 21.50 1,976,624 25.00 2,298,400 40 3,677,440

28 Providing and fixing interlocking concretepavers of approved colour & shape inapproved pattern, over prepared base ofrequired grade & compaction with andincluding the cost of 2" thick layer ofriver/canal bed sand cusion, placing thepavers in position, filling the joints withsand i/c cartage to site of work. (Cost ofsand cushion & preparation of basedeemed to be included in the rates).a) For Parking / Shoulder Area size200mm x 120mm x 80 mm

109,925 Sft 134.00 14,729,950 125 13,740,625 110 12,091,750 130 14,290,250 140 15,389,500 147 16,158,975 110 12,091,750 101 11,102,425 125 13,740,625 130.05 14,295,746 110 12,091,750

b) For Foot path size 200mm x 120mm x60 mm

227,981 Sft 112.00 25,533,872 98 22,342,138 90 20,518,290 112 25,533,872 145 33,057,245 104 23,710,024 100 22,798,100 82 18,694,442 96 21,886,176 109.08 24,868,167 90 20,518,290

29 Provide, lay, fill & compaction chenabsand in specified area as filter layer /cushion layer where water table is high asdesignated by the Engineer. Compacteddepth will be considered for payment.

1,174,789 Cft. 35.84 42,104,438 15 17,621,835 55 64,613,395 31 36,418,459 42 49,341,138 42 49,341,138 20 23,495,780 33 38,768,037 18 21,146,202 35.06 41,188,102 30 35,243,670

250,065,579 Total Rs. 219,155,221 Total Rs. 296,000,574 Total Rs. 267,398,740 Total Rs. 309,124,422 Total Rs. 317,645,377 Total Rs. 274,480,373 Total Rs. 266,712,172 Total Rs. 260,005,752 Total Rs. 269,568,181 Total Rs. 245,465,267 Total Amount Rs.

Comp. - DrainsPage 1 of 2

Client / Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works of M3 Industrial City, FaisalabadName of Work : Infrastructure Development Works (Commercial Zone-A) for M-3 Industrial City Location : FaisalabadContract No : FIC-034Sub-Head : Construction of Storm Water Drainage System


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1 Earthwork excavation in open cutting forstorm water channels, drains, sullagedrains in open areas, roads, streets,lanes, including under pinning of wallsand shoring to protect existing works,shuttering and timbering the trenches,dressed to designed level anddimensions, trimming, removal of surfacewater from trenches, back filling andsurplus excavated material disposed ofand dressed upto any lead:- (In OrdinarySoil)i) Depth From 0'-00" to 5'-00" 47,827 Cft 5.57 266,349 7.00 334,789 11.00 526,097 8.00 382,616 8.00 382,616 15.00 717,405 8.00 382,616 14.00 669,578 6.00 286,962 8.00 382,616 6.00 286,962

2 Cement concrete plain Ratio 1:4:8including placing, compacting, finishingand curing complete (including screeningand washing of stone aggregate.

7,494 Cft 180.00 1,348,935 200.00 1,498,800 225.00 1,686,150 162.00 1,214,028 185.00 1,386,390 197.00 1,476,318 175.00 1,311,450 159.00 1,191,546 210.00 1,573,740 250.00 1,873,500 158.00 1,184,052

3 Providing and laying reinforced cementconcrete (including prestressed concrete),using coarse sand and screened gradedand washed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):-

a) Reinforced cement concrete in slab ofrafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than thosementioned in above not requiring formwork (i.e. horizontal shuttering) completein all respects:- (Nominal mix 1:1½:3,having minimum compressive strengthcylindrical of 3500 Psi @ 28 days). (ForBase Slab of Drain).

12,802 Cft 309.15 3,957,738 275.00 3,520,550 375.00 4,800,750 325.00 4,160,650 350.00 4,480,700 360.00 4,608,720 294.00 3,763,788 362.00 4,634,324 315.00 4,032,630 450.00 5,760,900 290.00 3,712,580

b) Reinforced cement concrete in roof slab,beams, columns lintels, girders and otherstructural members laid in situ or precastlaid in position, or prestressed memberscast in situ, complete in all respects:-(nominal mix 1:1½:3, having minimumcompressive cylindrical strength of 3500PSI @ 28 days). (For Wall & Top Slab ofDrain)

19,184 Cft 405.90 7,786,786 300.00 5,755,200 400.00 7,673,600 457.00 8,767,088 375.00 7,194,000 630.00 12,085,920 391.00 7,500,944 448.00 8,594,432 350.00 6,714,400 500.00 9,592,000 300.00 5,755,200

c) Precast reinforced cement concrete andprestressed reinforced cement concrete incolumns, beams, lintels, stair cases,shelves, etc. (nominal mix 1:1½:3, havingminimum compressive cylindrical strengthof 3000 PSI @ 28 days). (For RCCPrecast top slab of Drain)

165 Cft 358.05 59,078 400.00 66,000 435.00 71,775 355.00 58,575 375.00 61,875 360.00 59,400 400.00 66,000 448.00 73,920 320.00 52,800 361.69 59,679 330.00 54,450

d) Erecting and fixing in position, precastcement concrete or stone slab in roofs orlintels, etc. lift unto 20 ft., (6m) includingall charges. (For RCC Precast top slab ofDrain)

165 Cft 60.55 9,991 200.00 33,000 450.00 74,250 406.00 66,990 60.00 9,900 41.00 6,765 500.00 82,500 640.00 105,600 20.00 3,300 70.00 11,550 80.00 13,200

4 Fabrication of Deformed bars (Grade-60)steel reinforcement for cement concrete,including cutting, bending, laying inposition, making joints and fastenings,including cost of binding wire and labourcharges for binding of steel reinforcement(also includes removal of rust from bars).

112,529 Kg 149.00 16,767,159 100.00 11,252,900 150.00 16,879,350 157.00 17,667,053 150.00 16,879,350 176.00 19,805,104 136.00 15,303,944 153.00 17,216,937 137.00 15,416,473 177.00 19,917,633 130.00 14,628,770

5 Two coat of Bitumen coating to plasteredor cement concrete surface.First coat with 20 lbs. per 100 Sft. (0.97Kg per Sq.m)

44,114 Sft 11.90 525,155 12.00 529,368 20.00 882,280 16.00 705,824 10.00 441,140 14.00 617,596 10.00 441,140 25.00 1,102,850 6.00 264,684 10.00 441,140 10.00 441,140

Second coat with 14 lbs. per 100 Sft.(0.635 Kg per Sq.m)

44,114 Sft 7.24 319,496 8.00 352,912 16.00 705,824 16.00 705,824 8.00 352,912 11.00 485,254 8.00 352,912 19.00 838,166 4.00 176,456 10.00 441,140 8.00 352,912

M/s. NLC Engineers M/s. Syed Engineers


M/s. Highways Const. M/s. Qavi Engineers M/s. NEXUS Builders M/s. Shahid Builders M/s. Usman EngineersEngineer's Estimate M/s. Sh. Iqbal Akhtar M/s. Design & Eng. System M/s. Ghousia Engineering

Comp. - DrainsPage 2 of 2


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M/s. NLC Engineers M/s. Syed EngineersM/s. Highways Const. M/s. Qavi Engineers M/s. NEXUS Builders M/s. Shahid Builders M/s. Usman EngineersEngineer's Estimate M/s. Sh. Iqbal Akhtar M/s. Design & Eng. System M/s. Ghousia Engineering

6 Providing embeding 10" (250 mm) wide¼" (6 mm) thick rubber water stopper inexpansion joints of R.C.C. roof slabcomplete in all respects.

4,996 Rft. 70.30 351,219 100.00 499,600 110.00 549,560 305.00 1,523,780 82.00 409,672 460.00 2,298,160 125.00 624,500 384.00 1,918,464 320.00 1,598,720 97.50 487,110 220.00 1,099,120

7 Iron work, such as gusset plates, knees,bends, stirrups, straps, rings, MS guardbars, grill, railing, ladders, gratings,brackets, hooks, hold fasts and framesetc. including cutting, welding,punching/drilling holes, riveting, handling,assembling by welding or fixing with useof bolts, buts, rivets washers etc., inposition; Including erection in position.(For Grating & Frame of Precast Slab)

14,161 Kg 213.02 3,016,555 140.00 1,982,540 190.00 2,690,590 230.00 3,257,030 150.00 2,124,150 242.00 3,426,962 250.00 3,540,250 182.00 2,577,302 220.00 3,115,420 213.01 3,016,435 150.00 2,124,150

8 Preparing surface and painting two coatsof approved paint on guard bars, gates ofiron bars, gratings, railing (includingstandards, braces, etc.) and in similaropen work. (For Iron Gratings)

100 Sft 10.66 1,066 100.00 10,000 40.00 4,000 41.00 4,100 50.00 5,000 82.00 8,200 20.00 2,000 32.00 3,200 20.00 2,000 25.00 2,500 35.00 3,500

9 Preparing surface and painting two coatsof approved paint on fillets, framing,skirtings, pipes, gutters, and similar linearwork not exceeding 6" (150 mm) girth.(For Iron Frame of Precast Slab)

2,993 Sft 8.09 24,224 50.00 149,650 40.00 119,720 41.00 122,713 50.00 149,650 82.00 245,426 20.00 59,860 32.00 95,776 20.00 59,860 30.00 89,790 40.00 119,720

10 Providing & fixing expansion joint with and including the cost of expansion ofapproved waterstop, approvedpremoulded joint filler, cap withcompressible approved filler on debondedside, dowel bars debonded on one sideonly complete as shown in drawing,specification & direction of the Engineer.

269 Rft. 274.72 73,900 200.00 53,800 250.00 67,250 1,220.00 328,180 2,100.00 564,900 380.00 102,220 375.00 100,875 1,280.00 344,320 680.00 182,920 280.00 75,320 250.00 67,250

34,507,651 26,039,109 36,731,196 38,964,451 34,442,255 45,943,450 33,532,779 39,366,415 33,480,365 42,151,313 29,843,006 Total Amount Rs.

Comp. - Water Supply NetPage 1 of 2

Client / Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works of M3 Industrial City, FaisalabadName of Work : Infrastructure Development Works (Commercial Zone-A) for M-3 Industrial City Location : FaisalabadContract No : FIC-034Sub-Head : Water Supply Network


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1 Excavation of trenches in all kinds of soil,except cutting rock, for watersupplypipelines upto 5 ft. (1.5 m) depth fromground level, including trimming, dressingsides, leveling the beds of trenches tocorrect grade and cutting pits for joints,etc. complete in all respects.

160,728 Cft 4.71 756,989 5.00 803,640 9.00 1,446,552 8.00 1,285,824 10.00 1,607,280 10.00 1,607,280 7.00 1,125,096 12.00 1,928,736 6.00 964,368 8.00 1,285,824 6.00 964,368

2 Back filling, watering and ramming earthwith surplus earth from Excavation, etc.

132,424 Cft 3.17 419,870 3.00 397,272 4.00 529,696 8.00 1,059,392 42.00 5,561,808 6.00 794,544 5.00 662,120 5.00 662,120 2.50 331,060 4.00 529,696 4.00 529,696

3 Cement concrete plain including placing,compacting, finishing and curingcomplete (including screening andwashing of stone aggregate): Ratio 1:2:4.

723 Cft 232.37 168,004 300.00 216,900 330.00 238,590 254.00 183,642 250.00 180,750 236.00 170,628 225.00 162,675 325.00 234,975 270.00 195,210 268.84 194,371 230.00 166,290

4 Providing, laying & fixing in trench i/cfitting, jointing & testing etc complete inall respect the high density polythlene PEpipes (HDPE-100, SDR-17, PN-10conforming to ISO-4427, DIN-8074/75 &PS. 3580:1997). (conforming toapproved specification).a) Pipeline 110mm Outer Dia 21,655 Rft 304 6,583,120 200 4,331,000 900 19,489,500 406 8,791,930 400 8,662,000 420 9,095,100 500 10,827,500 606 13,122,930 395 8,553,725 315 6,821,325 240 5,197,200 b) Pipeline 200mm Outer Dia 4,584 Rft 1,000 4,584,000 600 2,750,400 1,100 5,042,400 1,125 5,157,000 1,350 6,188,400 1,160 5,317,440 600 2,750,400 1,771 8,118,264 1,280 5,867,520 990.04 4,538,343 788 3,612,192

5 Providing and fixing double acting castiron flanged Air Valve (imported) of thefollowing diameter complete with flangedisolating valve of the same diameter i/cnuts bolts, gaskets, & Tee etc. completeas per drawing, specification and approval of the Engineer.a) 3" (75 mm) dia 4 Nos. 49,871 199,484 40,000 160,000 35,000 140,000 50,740 202,960 21,600 86,400 61,600 246,400 20,000 80,000 15,360 61,440 20,000 80,000 60,000 240,000 50,000 200,000

6 Supply Fire Hydrants (imported) of thefollowing diameter conforming to AWWA-C-502 and fixing in position in chambersi/c Tee & extention piece as per drawingand directions of the Engineer.a) 4" (100 mm) dia 13 Nos. 38,610 501,930 30,000 390,000 32,000 416,000 152,300 1,979,900 37,500 487,500 95,200 1,237,600 20,000 260,000 108,800 1,414,400 70,000 910,000 50,000 650,000 55,000 715,000

7 Supply Flanged sluice Valves (imported)of the following diameter conforming toPN-16, AWWA C-500 & BS-5150) andfixing in position in chambers as perdrawing and directions of the Engineer.(Sluice Valves).a) For Pipeline 110mm Outer Dia 3 Nos. 16,409 49,227 35,000 105,000 19,000 57,000 61,000 183,000 32,800 98,400 2,300 6,900 40,000 120,000 19,200 57,600 55,000 165,000 50,000 150,000 35,000 105,000 b) For Pipeline 200mm Outer Dia 8 Nos. 51,480 411,840 45,000 360,000 65,000 520,000 182,700 1,461,600 68,400 547,200 116,100 928,800 50,000 400,000 38,400 307,200 105,000 840,000 60,000 480,000 55,000 440,000

8 Supply & fixing stub ends for fixing offlanged valves 2nos. on each sluiceValves, as per drawing and directions ofthe Engineer. a) For Pipeline 110mm Outer Dia 3 Nos. 3,316 9,948 5,000 15,000 3,600 10,800 3,550 10,650 9,800 29,400 3,000 9,000 12,000 36,000 2,560 7,680 3,000 9,000 5,000 15,000 35,000 105,000 b) For Pipeline 200mm Outer Dia 8 Nos. 10,836 86,688 10,000 80,000 7,600 60,800 7,610 60,880 15,000 120,000 6,000 48,000 15,000 120,000 5,120 40,960 4,400 35,200 8,000 64,000 55,000 440,000

9 Supplying and filling river bed sand underpipes as per specifications with and i/c.the cost of laying to proper camber andgrade, watering and consolidation etc.complete.

24,872 Cft 77 1,915,144 35 870,520 48 1,193,856 30 746,160 42 1,044,624 42 1,044,624 22 547,184 33 820,776 18 447,696 35.06 872,012 28 696,416

10 Providing and fixing in position P.E pipeconforming to I.S.O 4427-DIN 8074/75and P.S 3580-1994) in road crossing i./cencasing externally with C.C 1:2:4, 4"thick around pipe as per drawings,excavation, back filling and disposal ofsurplus earth etc complete. a) 1" Dia P.E Pipe 83 Rft 178 14,774 200 16,600 1,200 99,600 102 8,466 200 16,600 126 10,458 225 18,675 98 8,134 56 4,648 600 49,800 200 16,600 b) 3/4" Dia P.E Pipe 11 Rft 168 1,848 150 1,650 1,100 12,100 71 781 180 1,980 119 1,309 200 2,200 70 770 38 418 550 6,050 175 1,925




Comp. - Water Supply NetPage 2 of 2


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11 Making connection from existing P.E pipeline with cost of approved quality clamp,Adaptor, Tee, elbow, Ferrule and othernecessary fittings etc complete in allrespect or as per directions of theEngineer. a) From 110mm Dia Pipe 358 No 2,231 798,698 1,500 537,000 2,500 895,000 2,030 726,740 325 116,350 5,140 1,840,120 5,000 1,790,000 2,432 870,656 8,500 3,043,000 4,000 1,432,000 2,000 716,000 b) From 200mm Dia Pipe 44 No 3,106 136,664 4,000 176,000 6,200 272,800 4,060 178,640 1,100 48,400 5,140 226,160 15,000 660,000 5,120 225,280 26,000 1,144,000 6,000 264,000 2,500 110,000

16,638,228 11,210,982 30,424,694 22,037,565 24,797,092 22,584,363 19,561,850 27,881,921 22,590,845 17,592,422 14,015,687 Total Amount Rs.

Comp. - Chambers H.CPage 1 of 2

Client / Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works of M3 Industrial City, FaisalabadName of Work : Infrastructure Development Works (Commercial Zone-A) for M-3 Industrial City Location : FaisalabadContract No : FIC-034Sub-Head : Water Supply House Connection Chamber


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CHAMBER WORK1 Excavation in foundation of building,

bridges and other structures, includingdagbelling, dressing, refilling aroundstructure with excavated earth, wateringand ramming lead upto one chain (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

62,376 Cft 6.61 412,605 7.00 436,632 8.00 499,008 10.00 623,760 10.00 623,760 12.00 748,512 6.00 374,256 14.00 873,264 6.00 374,256 7.50 467,820 6.00 374,256

2 Cement concrete plain Ratio 1:4:8including placing, compacting, finishingand curing complete (including screeningand washing of stone aggregate).

2,534 Cft 180.00 456,125 225.00 570,150 240.00 608,160 162.00 410,508 185.00 468,790 197.00 499,198 175.00 443,450 159.00 402,906 210.00 532,140 207.62 526,109 160.00 405,440

3 Providing and laying reinforced cementconcrete (including prestressed concrete),using coarse sand and screened gradedand washed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):- Reinforced cementconcrete in slab of rafts / strip foundation,base slab of column and retaining walls;etc and other structural members otherthan those mentioned in above notrequiring form work (i.e. horizontalshuttering) complete in all respects:-(Nominal mix 1:1½:3, having minimumcompressive strength cylindrical of 3500Psi @ 28 days). (For Base Slab ofChamber).

4,102 Cft 309.15 1,268,133 325.00 1,333,150 520.00 2,133,040 325.00 1,333,150 400.00 1,640,800 360.00 1,476,720 294.00 1,205,988 362.00 1,484,924 330.00 1,353,660 321.69 1,319,572 290.00 1,189,580

4 Cement concrete plain Ratio 1:2:4including placing, compacting, finishingand curing complete (including screeningand washing of stone aggregate).(Benching & Flooring)

247 Cft 232.37 57,395 280.00 69,160 330.00 81,510 460.00 113,620 300.00 74,100 254.00 62,738 225.00 55,575 325.00 80,275 240.00 59,280 268.84 66,403 280.00 69,160

5 Pacca brick work in ground floor withcement, sand mortar Ratio 1:6.

6,827 Cft 196.37 1,340,618 230.00 1,570,210 275.00 1,877,425 244.00 1,665,788 220.00 1,501,940 264.00 1,802,328 220.00 1,501,940 241.00 1,645,307 220.00 1,501,940 236.90 1,617,316 190.00 1,297,130

6 Providing and laying reinforced cementconcrete (including prestressed concrete),using coarse sand and screened gradedand washed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):- Reinforced cementconcrete in roof slab, beams, columnslintels, girders and other structuralmembers laid in situ or precast laid inposition, or prestressed members cast insitu, complete in all respects:- (nominalmix 1:2:4, having minimum compressivecylindrical strength of 2500 PSI @ 28days).

1,823 Cft 374.00 681,802 275.00 501,325 390.00 710,970 355.00 647,165 350.00 638,050 400.00 729,200 360.00 656,280 448.00 816,704 350.00 638,050 328.84 599,475 290.00 528,670


6,176 Kg 149.00 920,243 100.00 617,600 135.00 833,760 157.00 969,632 150.00 926,400 176.00 1,086,976 136.00 839,936 153.00 944,928 137.00 846,112 151.15 933,502 130.00 802,880

8 Cement plaster ½" (13 mm) thick ratio 1:3upto 20' (6.00 m) height.

22,463 Sft 20.04 450,181 20.00 449,260 35.00 786,205 36.00 808,668 22.00 494,186 42.00 943,446 25.00 561,575 29.00 651,427 25.00 561,575 35.00 786,205 25.00 561,575




Comp. - Chambers H.CPage 2 of 2


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RCC Cover for Chamber9 Providing and laying reinforced cement

concrete (including prestressed concrete),using coarse sand and screened gradedand washed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):- Precast reinforcedcement concrete and prestressedreinforced cement concrete in columns,beams, lintels, stair cases, shelves, etc.(nominal mix 1:2:4, having minimumcompressive cylindrical strength of 2500PSI @ 28 days).

114 Cft 326.65 37,238 330.00 37,620 402.00 45,828 406.00 46,284 350.00 39,900 236.00 26,904 360.00 41,040 448.00 51,072 320.00 36,480 328.84 37,488 300.00 34,200

10 Erecting and fixing in position, precastcement concrete slab in roofs or lintels,etc. lift unto 20ft (6m) including allcharges.

114 Cft 60.55 6,903 70.00 7,980 70.00 7,980 100.00 11,400 60.00 6,840 41.00 4,674 450.00 51,300 640.00 72,960 20.00 2,280 70.00 7,980 80.00 9,120


398 Kg 149.00 59,303 120.00 47,760 155.00 61,690 157.00 62,486 150.00 59,700 176.00 70,048 136.00 54,128 153.00 60,894 137.00 54,526 151.15 60,158 130.00 51,740

12 Iron work, such as gusset plates, knees,bends, stirrups, straps, rings, MS guardbars, grill, railing, ladders, gratings,brackets, hooks, hold fasts and framesetc. including cutting, welding,punching/drilling holes, riveting, handling,assembling by welding or fixing with useof bolts, buts, rivets washers etc., inposition; Including erection in position.(For Precast Cover frame)

1,754 Kg 213.02 373,634 140.00 245,560 190.00 333,260 228.00 399,912 225.00 394,650 242.00 424,468 300.00 526,200 182.00 319,228 220.00 385,880 213.01 373,620 140.00 245,560

13 Preparing surface and painting two coatsof paint after applying priming coat, onfillets, framing, skirting's, pipes, gutters,and similar linear work not exceeding 6"(150 mm) girth. (For Iron Frame ofPrecast Slab).

505 Sft 8.09 4,087 50.00 25,250 20.00 10,100 40.00 20,200 50.00 25,250 41.00 20,705 20.00 10,100 32.00 16,160 20.00 10,100 25.00 12,625 30.00 15,150

6,068,267 5,911,657 7,988,936 7,112,573 6,894,366 7,895,917 6,321,768 7,420,049 6,356,279 6,808,273 5,584,461 Total Amount Rs.

Comp. - Chambers (Valve)Page 1 of 2

Client / Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works of M3 Industrial City, FaisalabadName of Work : Infrastructure Development Works (Commercial Zone-A) for M-3 Industrial City Location : FaisalabadContract No : FIC-034Sub-Head : Water Supply RCC Valves Chamber


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CHAMBER WORK1 Excavation in foundation of building,

bridges and other structures, includingdagbelling, dressing, refilling aroundstructure with excavated earth, wateringand ramming lead upto one chain (30 m)and lift upto 5 ft. (1.5 m) in ordinary soil.

5,466 Cft 6.61 36,156 5.00 27,330 8.00 43,728 10.00 54,660 10.00 54,660 12.00 65,592 6.00 32,796 14.00 76,524 6.00 32,796 8.00 43,728 8.00 43,728

2 Cement concrete plain Ratio 1:4:8including placing, compacting, finishingand curing complete (including screeningand washing of stone aggregate).

468 Cft 180.00 84,241 175.00 81,900 240.00 112,320 162.00 75,816 185.00 86,580 197.00 92,196 175.00 81,900 159.00 74,412 210.00 98,280 207.62 97,166 160.00 74,880

3 Providing and laying reinforced cementconcrete (including prestressed concrete),using coarse sand and screened gradedand washed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):- Reinforced cementconcrete in slab of rafts / strip foundation,base slab of column and retaining walls;etc and other structural members otherthan those mentioned in above notrequiring form work (i.e. horizontalshuttering) complete in all respects:-(Nominal mix 1:1½:3, having minimumcompressive strength cylindrical of 3500Psi @ 28 days). (For Base Slab ofChamber).

436 Cft 309.15 134,789 300.00 130,800 520.00 226,720 325.00 141,700 450.00 196,200 360.00 156,960 294.00 128,184 362.00 157,832 310.00 135,160 321.69 140,257 280.00 122,080

4 Providing and laying reinforced cementconcrete (including prestressed concrete),using coarse sand and screened gradedwashed aggregate, in required shape anddesign, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):- Reinforced cementconcrete in roof slab, beams, columnslintels, girders and other structuralmembers laid in situ or precast laid inposition, or prestressed members cast insitu, complete in all respects:- (Nominalmix 1:1½:3, having minimumcompressive strength cylindrical of 3500Psi @ 28 days). (For Wall & Top Slab ofChamber).

179 Cft 405.90 72,656 375.00 67,125 520.00 93,080 457.00 81,803 460.00 82,340 522.00 93,438 391.00 69,989 448.00 80,192 340.00 60,860 361.69 64,743 320.00 57,280


1,826 Kg 149.00 272,079 100.00 182,600 155.00 283,030 157.00 286,682 150.00 273,900 176.00 321,376 136.00 248,336 162.00 295,812 137.00 250,162 151.15 276,000 130.00 237,380

6 Cement concrete plain including placing,compacting, finishing and curingcomplete (including screening andwashing of stone aggregate): Ratio 1:2:4(Compressive strength 2250 PSI @ 28days). (For Benching & Flooring).

32 Cft 232.37 7,436 225.00 7,200 330.00 10,560 255.00 8,160 280.00 8,960 254.00 8,128 225.00 7,200 325.00 10,400 230.00 7,360 32.00 1,024 250.00 8,000

Engineer's Estimate


M/s. Sh. Iqbal Akhtar M/s. Design & Eng. System M/s. Ghousia Engineering M/s. Highways Const. M/s. Qavi Engineers M/s. NEXUS Builders M/s. Shahid Builders M/s. Usman Engineers M/s. NLC Engineers M/s. Syed Engineers

Comp. - Chambers (Valve)Page 2 of 2


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Engineer's Estimate M/s. Sh. Iqbal Akhtar M/s. Design & Eng. System M/s. Ghousia Engineering M/s. Highways Const. M/s. Qavi Engineers M/s. NEXUS Builders M/s. Shahid Builders M/s. Usman Engineers M/s. NLC Engineers M/s. Syed Engineers

Pre Cast Man Hole Cover7 Providing and laying reinforced cement

concrete (including prestressed concrete),using coarse sand and screened gradedwashed aggregate, in required shape anddesign, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):- Precast reinforcedcement concrete and prestressedreinforced cement concrete in columns,beams, lintels, stair cases, shelves, etc.(Nominal mix 1:1½:3, having minimumcompressive strength cylindrical of 3000Psi @ 28 days).

19 Cft 358.05 6,803 375.00 7,125 520.00 9,880 457.00 8,683 400.00 7,600 254.00 4,826 391.00 7,429 448.00 8,512 310.00 5,890 361.69 6,872 330.00 6,270

8 Erecting and fixing in position, precastcement concrete slab in roofs or lintels,etc. lift unto 20ft (6m) including allcharges.

19 Cft 60.55 1,150 100.00 1,900 70.00 1,330 100.00 1,900 150.00 2,850 41.00 779 450.00 8,550 640.00 12,160 20.00 380 70.00 1,330 75.00 1,425


68 Kg 149.00 10,132 100.00 6,800 155.00 10,540 157.00 10,676 150.00 10,200 176.00 11,968 136.00 9,248 153.00 10,404 137.00 9,316 151.15 10,278 130.00 8,840

10 Iron work, such as gusset plates, knees,bends, stirrups, straps, rings, MS guardbars, grill, railing, ladders, gratings,brackets, hooks, hold fasts and framesetc. including cutting, welding, punching /drilling holes, riveting, handling,assembling by welding or fixing with useof bolts, buts, rivets washers etc., inposition; Including erection in position.(For Precast Cover frame).

325 Kg 213.02 69,231 150.00 48,750 190.00 61,750 228.00 74,100 200.00 65,000 240.00 78,000 300.00 97,500 182.00 59,150 220.00 71,500 213.01 69,228 150.00 48,750


312 Rft. 70.30 21,934 100.00 31,200 310.00 96,720 355.00 110,760 400.00 124,800 460.00 143,520 120.00 37,440 384.00 119,808 320.00 99,840 97.50 30,420 100.00 31,200

12 Preparing surface and painting two coatsof paint after applying priming coat, onfillets, framing, skirting's, pipes, gutters,and similar linear work not exceeding 6"(150 mm) girth. (For Iron Frame ofPrecast Slab).

94 Sft 8.09 761 25.00 2,350 40.00 3,760 40.00 3,760 50.00 4,700 41.00 3,854 20.00 1,880 32.00 3,008 20.00 1,880 25.00 2,350 30.00 2,820

13 Dry rammed brick or stone ballast, 1½" to2"( 40 mm to 50 mm) gauge.

468 Cft 39.32 18,403 50.00 23,400 65.00 30,420 102.00 47,736 1,500.00 702,000 77.00 36,036 50.00 23,400 51.00 23,868 30.00 14,040 60.00 28,080 50.00 23,400

735,771 618,480 983,838 906,436 1,619,790 1,016,673 753,852 932,082 787,464 771,476 666,053 Total Amount Rs.

Comp. - SeweragePage 1 of 3

Client / Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works of M3 Industrial City, FaisalabadName of Work : Infrastructure Development Works (Commercial Zone-A) for M-3 Industrial City Location : FaisalabadContract No : FIC-034Sub-Head : Sewerage Collection & Disposal System


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1 Earthwork excavation in open cutting forsewers and manholes as shown indrawings including shuttering andtimbering, dressing to correct section anddimensions according to templates andlevels, and removing surface water, in alltypes of soil except shingle, gravel androck, Back Filling, watering and rammingearth under floors with surplus earth fromfoundation, etc. (Rate includes back fillingbut without shuttering & timbering)i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth aboveSSWL.

207,038 Cft 8.66 1,793,601 8.00 1,656,304 8.00 1,656,304 15.00 3,105,570 12.00 2,484,456 5.00 1,035,190 15.00 3,105,570 20.00 4,140,760 15.00 3,105,570 7.50 1,552,785 7.00 1,449,266

ii) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depthabove SSWL.

2,404 Cft 12.40 29,815 20.00 48,080 19.00 45,676 20.00 48,080 24.00 57,696 10.00 24,040 20.00 48,080 20.00 48,080 25.00 60,100 21.00 50,484 12.00 28,848

2 Earthwork excavation of trenches in opencutting for sewers and manholechambers, etc. below sub-soil water levelto correct section and dimensionsaccording to templates and levels,including shoring, timbering andshuttering of M.S. sheets on both sides ofthe trenches, Back Filling, watering andramming earth under floors with surplusearth from foundation, etc. (Cost ofdewatering is deemed to be included inthis rate)i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth belowSSWL.

77,737 Cft 12.86 999,395 7.00 544,159 9.00 699,633 25.00 1,943,425 16.00 1,243,792 15.00 1,166,055 15.00 1,166,055 20.00 1,554,740 12.00 932,844 15.00 1,166,055 9.00 699,633

ii) 4.01 ft. to 8.0 ft. (1.22 to 2.4 m) depthbelow SSWL.

25,652 Cft 15.36 393,969 15.00 384,780 24.00 615,648 30.00 769,560 23.00 589,996 29.00 743,908 15.00 384,780 20.00 513,040 17.00 436,084 22.00 564,344 12.00 307,824

iii) Exceeding 8 ft. (2.4 m) depth belowSSWL.

5,609 Cft 20.02 112,318 50.00 280,450 39.00 218,751 36.00 201,924 35.00 196,315 40.00 224,360 25.00 140,225 21.00 117,789 24.00 134,616 28.00 157,052 20.00 112,180

3 Cement concrete plain including placing,compacting, finishing and curingcomplete (including screening andwashing of stone aggregate): (Ratio 1:4:8,Minimum cylinder strength 1000 PSI @28 days).

2,813 Cft 180.00 506,346 180.00 506,340 190.00 534,470 162.00 455,706 185.00 520,405 197.00 554,161 200.00 562,600 159.00 447,267 210.00 590,730 207.62 584,035 160.00 450,080

4 Providing and laying reinforced cementconcrete (including prestressed concrete),using coarse sand and screened gradedand washed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.)

a) Reinforced cement concrete in slab ofrafts / strip foundation, base slab ofcolumn and retaining walls; etc and otherstructural members other than thosementioned in above not requiring formwork (i.e. horizontal shuttering) completein all respects:- (Nominal mix 1:1½:3,having minimum compressive strengthcylindrical of 3500 Psi @ 28 days). (ForManhole Base Slab)

6,674 Cft 309.15 2,063,267 300.00 2,002,200 300.00 2,002,200 325.00 2,169,050 400.00 2,669,600 360.00 2,402,640 300.00 2,002,200 362.00 2,415,988 310.00 2,068,940 321.69 2,146,959 290.00 1,935,460

b) Reinforced cement concrete in roof slab,beams, columns lintels, girders and otherstructural members laid in situ or precastlaid in position, or prestressed memberscast in situ, complete in all respects:-(Nominal mix 1:1½:3, having minimumcompressive cylindrical strength of 3500PSI @ 28 days). (For Manhole Walls &Cone)

14,593 Cft 405.90 5,923,299 350.00 5,107,550 350.00 5,107,550 460.00 6,712,780 400.00 5,837,200 580.00 8,463,940 450.00 6,566,850 448.00 6,537,664 340.00 4,961,620 361.69 5,278,142 330.00 4,815,690

c) Precast reinforced cement concrete andprestressed reinforced cement concrete incolumns, beams, lintels, stair cases,shelves, etc. (nominal mix 1:1½:3, havingminimum compressive cylindrical strengthof 3000 PSI @ 28 days). (For PrecastRCC Cover of Manhole)

1,012 Cft 358.05 362,347 400.00 404,800 350.00 354,200 330.00 333,960 400.00 404,800 290.00 293,480 450.00 455,400 448.00 453,376 330.00 333,960 361.69 366,030 330.00 333,960






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d) Erecting and fixing in position, precastcement concrete or stone slab in roofs orlintels, etc. lift unto 20 ft., (6m) includingall charges. (For Precast RCC Cover ofManhole)

1,012 Cft 60.55 61,277 100.00 101,200 70.00 70,840 100.00 101,200 60.00 60,720 41.00 41,492 500.00 506,000 - 20.00 20,240 70.00 70,840 65.00 65,780

5 Providing and laying reinforced cementconcrete using coarse sand and screenedgraded and washed crushed stoneaggregate in required shape and designi/c. forms, moulds, shuttering, lifting,compacting, curing, rendering andfinishing surface (inside & out side both),complete (but excluding the cost of steelreinforcement and its fabrication andplacing in position etc.) Reinforcedcement concrete in slab of rafts / stripfoundation, base slab of column andretaining walls; etc and other structuralmembers other than those mentioned inabove not requiring form work (i.e.horizental shuttering) complete in allrespects:- (nominal mix 1:2:4, havingminimum compressive cylindrical strengthof 2500 PSI @ 28 days). (For RCCEncasment Slab under Road Crossing)

2,033 Cft 277.20 563,548 265.00 538,745 390.00 792,870 305.00 620,065 350.00 711,550 254.00 516,382 300.00 609,900 325.00 660,725 330.00 670,890 288.84 587,212 260.00 528,580

6 Providing and laying cement concreteplain using coarse sand and screenedgraded and washed crushed stoneaggregate in required shape and designi/c. forms, moulds, shuttering, lifting,compacting, curing, rendering andfinishing surface (inside & out side both),complete (Ratio 1:3:6, Minimum cylinderstrength 1500 PSI @ 28 days). (AroundPipe Encasment under Road Crossing)

3,150 Cft 201.94 636,105 200.00 630,000 260.00 819,000 255.00 803,250 210.00 661,500 218.00 686,700 200.00 630,000 264.00 831,600 210.00 661,500 228.04 718,326 200.00 630,000

7 Providing and laying cement concreteplain using coarse sand and screenedgraded and washed crushed stoneaggregate in required shape and designi/c. forms, moulds, shuttering, lifting,compacting, curing, rendering andfinishing surface (inside & out side both),complete (Ratio 1:2:4, Minimum cylinderstrength 2500 PSI @ 28 days). (ForBenching in Manhole)

5,250 Cft 232.37 1,219,943 265.00 1,391,250 345.00 1,811,250 280.00 1,470,000 280.00 1,470,000 254.00 1,333,500 250.00 1,312,500 325.00 1,706,250 290.00 1,522,500 268.84 1,411,410 250.00 1,312,500


88,248 Kg 149.00 13,149,217 100.00 8,824,800 150.00 13,237,200 157.00 13,854,936 150.00 13,237,200 176.00 15,531,648 136.00 12,001,728 153.00 13,501,944 137.00 12,089,976 151.15 13,338,685 130.00 11,472,240


5,592 Rft. 70.30 393,118 100.00 559,200 310.00 1,733,520 305.00 1,705,560 400.00 2,236,800 460.00 2,572,320 120.00 671,040 384.00 2,147,328 320.00 1,789,440 97.50 545,220 130.00 726,960

10 Bitumen coating to plastered or cementconcrete surface, 20 lbs. per 100 Sft.(0.97Kg per Sq.m) for Each Coat.a) 1st Coat 35,438 Sft 11.90 421,872 12.00 425,256 19.00 673,322 16.00 567,008 10.00 354,380 14.00 496,132 15.00 531,570 25.00 885,950 6.00 212,628 10.00 354,380 10.00 354,380 b) 2nd Coat 35,438 Sft 11.90 421,872 8.00 283,504 16.00 567,008 16.00 567,008 8.00 283,504 14.00 496,132 10.00 354,380 19.00 673,322 4.00 141,752 10.00 354,380 8.00 283,504

11 Iron work, such as gusset plates, knees,bends, stirrups, straps, rings, MS guardbars, grill, railing, ladders, gratings,brackets, hooks, hold fasts and framesetc. including cutting, welding,punching/drilling holes, riveting, handling,assembling by welding or fixing with useof bolts, buts, rivets washers etc., inposition; Including erection in position.(For foot rest & frame of manhole cover)

18,082 Kg 213.02 3,851,801 140.00 2,531,480 190.00 3,435,580 228.00 4,122,696 150.00 2,712,300 242.00 4,375,844 250.00 4,520,500 182.00 3,290,924 220.00 3,978,040 213.01 3,851,647 150.00 2,712,300

12 Preparing surface and painting two coatsof paint after applying priming coat, onfillets, framing, skirting's, pipes, gutters,and similar linear work not exceeding 6"(150 mm) girth. (For Iron Frame ofPrecast Slab)

1,162 Sft 8.09 9,405 100.00 116,200 40.00 46,480 40.00 46,480 50.00 58,100 41.00 47,642 20.00 23,240 32.00 37,184 20.00 23,240 25.00 29,050 30.00 34,860



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13 Providing and laying GRP Sewerage Pipeincluding carriage of the pipe to site ofwork, laying and jointing in trenches tocorrect alignment and grade, jointing withdouble bell coupler, cutting pipes wherenecessary, testing and commissioningetc., having operating pressure of 6 barsmeeting standards of AWWA M-45,ASTMD-1205, 2143, 2152, D638, D790 &SN 5000 including carriage, complete.(Sewer Line)GRP Pipea) 200 mm Dia (8" dia) 17,240 Rft. 842.00 14,516,080 100.00 1,724,000 1,200.00 20,688,000 1,370.00 23,618,800 1,400.00 24,136,000 1,971.00 33,980,040 900.00 15,516,000 1,627.00 28,049,480 1,547.00 26,670,280 1,669.80 28,787,352 1,054.00 18,170,960 b) 300 mm Dia (12" dia) 4,621 Rft. 1,224.00 5,656,104 1,200.00 5,545,200 2,400.00 11,090,400 2,030.00 9,380,630 1,500.00 6,931,500 2,503.00 11,566,363 1,000.00 4,621,000 2,328.00 10,757,688 2,237.00 10,337,177 2,333.92 10,785,044 1,553.00 7,176,413 c) 400 mm Dia (16" dia) 1,937 Rft. 1,923.00 3,724,851 1,900.00 3,680,300 3,100.00 6,004,700 3,065.00 5,936,905 1,600.00 3,099,200 3,550.00 6,876,350 1,300.00 2,518,100 3,004.00 5,818,748 2,900.00 5,617,300 2,973.90 5,760,444 1,471.00 2,849,327

14 Providing, stacking, spreading gradedgranular material from approved quarryunder bed of pipes i/c. leveling, dressingto proper camber and grade i/c. wateringetc. and all lead and lift complete (actualcompacted depth to be measured).

83,319 Cft. 38.00 3,166,122 40.00 3,332,760 35.00 2,916,165 62.00 5,165,778 52.00 4,332,588 77.00 6,415,563 48.00 3,999,312 41.00 3,416,079 48.00 3,999,312 35.06 2,921,164 40.00 3,332,760

59,975,672 40,618,558 75,120,767 83,700,371 74,289,602 99,843,882 62,247,030 88,005,926 80,358,739 81,381,040 59,783,505 Total Amount Rs.

Comp. - Electrical Page - 1 of 3

Client / Owner : Faisalabad Industrial Estate Development & Management Co.Name of Project : Infrastructure Development Works of M3 Industrial City, FaisalabadName of Work : Infrastructure Development Works (Commercial Zone-A) for M-3 Industrial City Location : FaisalabadSub-Head : Electrification and Street lighting Works of Commercial Zone - AContract No : FIC-034


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Street Light Pole1 Providing and erecting as approved type

steel tubular octagonal/Conicaldecorative, 10meter long hot dipgalvanized electric pole,complete witharm,cover base plate and as per followingspecification.• Wall thickness 3.5 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 110 Each 55,000.00 6,050,000 60,000.00 6,600,000 65,000.00 7,150,000 685,500.00 75,405,000 50,000.00 5,500,000 95,750.00 10,532,500 75,000.00 8,250,000 78,750.00 8,662,500 95,500.00 10,505,000 60,484.01 6,653,241 65,000.00 7,150,000

b) Double arm Pole 40 Each 60,000.00 2,400,000 70,000.00 2,800,000 70,000.00 2,800,000 71,500.00 2,860,000 70,000.00 2,800,000 99,080.00 3,963,200 85,000.00 3,400,000 84,000.00 3,360,000 103,700.00 4,148,000 64,206.11 2,568,244 68,000.00 2,720,000

TERMINAL BOX2 Providing, fixing and connecting of

termination box IP44 protection fitting witha LN+E circuit include 2 Amp SP MCB &TPN+E conector insulator as approved(as standard) The box is fitted with a frontadjustable hook with lock. The supplycable in the bottom of the box arefastened by means of collar.

a) Single arm pole light. 1x2 Amp sp mcb 110 Each 4,500.00 495,000 10,000.00 1,100,000 90,080 9,908,800 10,150.00 1,116,500 8,000.00 880,000 8,220.00 904,200 20,000.00 2,200,000 3,150.00 346,500 366.00 40,260 7,500.00 825,000 5,000.00 550,000

b) Double arm pole light.2x2 Amp sp mcb 40 Each 5,000.00 200,000 15,000.00 600,000 1,400.00 56,000 15,220.00 608,800 10,000.00 400,000 12,980.00 519,200 25,000.00 1,000,000 4,200.00 168,000 610.00 24,400 8,500.00 340,000 7,000.00 280,000

RCC Foundation for road lighting pole3 Construction of RCC foundation for road

lights pole as per following specificationor as approved:-Excavation of soft/hard soil size 900x 900

x 1500mmRCC 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 thick1"x 4nos MS Galvanized anchore bolt 3'

long 4-Nos.2 Nos 2" dia u-pvc pipe for incoming and

outgoing cable.150 Each 35,000.00 5,250,000 15,000.00 2,250,000 35,000.00 5,250,000 39,500.00 5,925,000 8,000.00 1,200,000 15,410.00 2,311,500 10,000.00 1,500,000 8,925.00 1,338,750 20,130.00 3,019,500 35,000.00 5,250,000 17,500.00 2,625,000

LED Road light4 Providing, fixing and connecting at electric

pole of LED Light (IP--65) LED equippedwith adjust in light output.Specificationmust meet or exceed the followingLuminaire Electronic protect degree : 0° -5° - 10° - 15° Class : II Total protectiondegree : IP 65 Working Temperature -35-65 degree C,Humidity: 10 % - 90%.Reference Standards:EN 60598-1,EN60598-2-1, EN 60598-2-3,EN 55015,EN61547,EN 61000-3-2,EN Rated Voltage : -240V Frequency : 50/60 Hz Expected Life -Time : ≥ 50000 hr Fixing System : Post-top or Frame Body: High pressure die-casting aluminum, spirit : Tempered FlatGlass,Optical unit : High Efficiencytechnology of light distributionperformance, Cable Clamp : (CountryOrigin & shipped imported approved type)

a) 100Watts LED Light 190 Each 72,000.00 13,680,000 40,000.00 7,600,000 37,000.00 7,030,000 45,500.00 8,645,000 35,000.00 6,650,000 60,500.00 11,495,000 40,000.00 7,600,000 21,000.00 3,990,000 75,030.00 14,255,700 65,000.00 12,350,000 35,000.00 6,650,000

Cable5 Providing laying and connection and

testing of 3-Core 2.5mmsq PVC insulated300/500 volts grade copper conductorcable from terminal box mounted on poleto light arm. as directed by the engineercomplete with all wiring accessories.

2,280 Meter 200.00 456,000 300.00 684,000 200.00 456,000 200.00 456,000 178.00 405,840 223.00 508,440 800.00 1,824,000 126.00 287,280 305.00 695,400 379.65 865,602 250.00 570,000

Engineer's Estimate


M/s. Sh. Iqbal Akhtar M/s. Design & Eng. System M/s. Ghousia Engineering M/s. Highways Const. M/s. Qavi Engineers M/s. NEXUS Builders M/s. Shahid Builders M/s. Usman Engineers M/s. NLC Engineers M/s. Syed Engineers



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FEEDER CABLES6 Providing laying , connecting and testing

of cable armored 600 / 1000 volts gradecopper conductor buried 30" deep in theground for external lighting / DBs/transformer, route as shown on thedrawing or as directed by the Engineercomplete with warning tape cable gland ofsuitable size on both ends and all otherinstallation accessories includingexcavation and back filling etc .

a). 4C - 10mm2 cu-Pvc/Pvc/SWA/PVCcable+1X 6mm2 PVC ECC

5,000 Meter 950.00 4,750,000 980.00 4,900,000 800.00 4,000,000 970.00 4,850,000 870.00 4,350,000 1,220.00 6,100,000 1,500.00 7,500,000 693.00 3,465,000 1,787.00 8,935,000 1,237.60 6,188,000 850.00 4,250,000

b). 4C - 16mm2 cu-Pvc/Pvc/SWA/PVC cable 50 Meter 1,200.00 60,000 3,000.00 150,000 2,100.00 105,000 1,780.00 89,000 1,350.00 67,500 1,910.00 95,500 2,800.00 140,000 893.00 44,650 1,891.00 94,550 1,414.40 70,720 1,500.00 75,000

c). 4C - 25mm2 cu-Pvc/Pvc/SWA/PVC cable 50 Meter 1,500.00 75,000 4,000.00 200,000 2,900.00 145,000 2,500.00 125,000 1,950.00 97,500 2,450.00 122,500 3,200.00 160,000 1,271.00 63,550 2,562.00 128,100 618.80 30,940 2,500.00 125,000

DISTRIBUTION BOARD7 Providing, installing, connecting, testing

and commissioning D.B wall/floormounted IP-55 housed in 16 SWG sheetsteel housing, dust / weather proof,hinged door/lock, suitable for. 500 volts, 3phase, 4 wires and earth terminal ACsystem as approved by theEngineer,including floor mounted DBfoundation complete with all accessories.The DB comprises of:-

7.1 DB-RL 1- (for Road lighting)In coming 1-100 A TP MccB 13-KA3-Indication LampsOutgoing1-40 A TP MccB 13-KA4-15 A TP McB 10-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. 70,000.00 70,000 99,608.00 99,608 125,000.00 125,000 200,000.00 200,000 100,000.00 100,000 339,000.00 339,000 200,000.00 200,000 101,640.00 101,640 101,626.00 101,626 165,633.15 165,633 110,000.00 110,000

7.2 DB-RL 2- (for Road lighting)In coming 1-40 A TP MccB 13-KA3-Indication LampsOutgoing5-15 A TP McB 10-KA5-Magnatic contactor TP 15 A ith 5-Togle switch SP 1.0.25-Magnatic contactor TP 15 A ith 5-Photo Electric switch type (EE-8020-821).

1 Job. 60,000.00 60,000 165,198.00 165,198 100,000.00 100,000 250,000.00 250,000 200,000.00 200,000 194,000.00 194,000 70,000.00 70,000 84,000.00 84,000 128,588.00 128,588 57,459.81 57,460 90,000.00 90,000

EARTHING8 Providing, Laying and connecting 2 X 3/0

SWG hard drawing bare copperconductor leads from earthling plates topanels (DB’s) as shown on the drawing oras directed by the engineer. The copperleads to be laid in suitable size of G.I Pipecomplete with all G.I Pipe and otheraccessories.

300 Meter 1,800.00 540,000 600.00 180,000 1,500.00 450,000 3,000.00 900,000 1,000.00 300,000 3,100.00 930,000 1,000.00 300,000 210.00 63,000 146.00 43,800 795.60 238,680 600.00 180,000

9 Supply, installation, connection & testingof chemical copper earth electrodes,19mm dia, 3000mm in length, drivenvertically in ground, Required to giveresult of earth resistance according to IEEregulation and latest B.S. standards,including cost of Test pit300x300x300mm, internal plaster,100mm thick RCC cover with liftinghooks, all necessary accessories andmaterial, complete in all respects asspacification.

12 Job. 50,000.00 600,000 50,000.00 600,000 25,000.00 300,000 50,000.00 600,000 50,000.00 600,000 25,000.00 300,000 20,000.00 240,000 5,250.00 63,000 54,900.00 658,800 18,610.47 223,326 30,000.00 360,000

HT Cable10 Supply laying connecting and testing of

HT 11 KV AL-XLPE / PVC /SWA /PVC 3C-50 mm2 armored cable directly buriedunderground below 1000 mm for HToverhead supply line to transformer workincludes excavation and backfilling withsand,bricks etc complete in all respect asper FESC standard as directed by theengineer(including 6”RCC pipe shall beused at road crossing and paved Aare)

300 Meter 3,875.00 1,162,500 3,000.00 900,000 4,100.00 1,230,000 4,060.00 1,218,000 4,500.00 1,350,000 7,700.00 2,310,000 3,500.00 1,050,000 1,890.00 567,000 732.00 219,600 2,475.19 742,557 2,200.00 660,000



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Distribution Transformer11 Providing installing connecting and testing

of 100 KVA distribution transformer polemounted complete with HT kit cable riserclamp termination cable conductor lugs,nut bolt washer and other installationaccessories as directed by the engineeras per FESC Standard

1 Job. 600,000.00 600,000 100,000.00 100,000 650,000.00 650,000 760,000.00 760,000 300,000.00 300,000 732,000.00 732,000 500,000.00 500,000 787,500.00 787,500 1,189,500 1,189,500 389,203.47 389,203 750,000.00 750,000

HT POLE12 Providing and erecting of 45' ft long PCC

Spun H.T Pole FESCO standard for PMT,complete with RCC foundation works,standard HT phase bracket doublechannel iron, top, GI Clamps stay,channel iron bracket, anti perchant, Vshape channel iron bracket double pin,Dorpout cutout fuses with arm, insulators,copper conductor, clamp nut bolts washerPMT steel pad approved type or asdirected by the engineer, complete jobwith all installation, connecting andtesting with accessories.

2 Job. 60,000.00 120,000 40,000.00 80,000 45,000.00 90,000 255,000.00 510,000 50,000.00 100,000 455,000.00 910,000 75,000.00 150,000 101,250.00 202,500 79,300.00 158,600 67,992.41 135,985 45,000.00 90,000

Circuit breaker13 Providing and fixing of circuit breaker 250

amp 19ka triple pole including 16swgsteel board and necessary connection(Fixed on HT pole With transformer)complete with all accessories as directedby the engineer).

1 Job. 30,000.00 30,000 40,000.00 40,000 41,000.00 41,000 50,500.00 50,500 50,000.00 50,000 113,000.00 113,000 50,000.00 50,000 42,000.00 42,000 61,000.00 61,000 55,529.91 55,530 20,000.00 20,000

14 Providing and laying of 6"dia upvc pipesleeve at road crossing for cable laying,include excavation, back filling andrepairing complete with all accessories asdirected by the engineer).

60 Meter 1,200.00 72,000 1,000.00 60,000 2,000.00 120,000 2,000.00 120,000 1,000.00 60,000 3,330.00 199,800 5,000.00 300,000 735.00 44,100 2,135.00 128,100 1,097.09 65,825 300.00 18,000

Conection charges15 Supply of duty signed test reports

according to requirements and acceptableto electric inspector for aboveworks,including obtaining of NOC fromelectrical inspector, the contractor shallalso fill the FESCO application withnecessary electrical load, for gating theelectric connection with energy metercomplete all connection and government,semi government charges as requiredready for use.

1 Job. 550,000.00 550,000 25,000.00 25,000 21,000.00 21,000 500,000.00 500,000 100,000.00 100,000 1,027,000 1,027,000 800,000.00 800,000 472,500.00 472,500 915,000.00 915,000 486,198.43 486,198 250,000.00 250,000

37,220,500 29,133,806 40,027,800 105,188,800 25,510,840 43,606,840 37,234,000 24,153,470 45,450,524 37,702,144 27,523,000 Total Amount Rs.