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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 TECHNICAL BIDS EVALUATION STATEMENT

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

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

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

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

• ANNEXURE - E BIDS COMPARATIVE STATEMENT

BBIIDDSS EEVVAALLUUAATTIIOONN RREEPPOORRTT

Bids Evaluation Report FIEDMC

Infrastructure Works of Phase II FIC-040

Page 1 of 7

FFAAIISSAALLAABBAADD IINNDDUUSSTTRRIIAALL EESSTTAATTEE DDEEVVEELLOOPPMMEENNTT && MMAANNAAGGEEMMEENNTT CCOOMMPPAANNYY

NAME OF WORK:

FINANCIAL BIDS EVALUATION REPORT

INFRASTRUCTURE DEVELOPMENT WOKS OF PHASE-II (INCLUDING CONSTRUCTION OF UG, OH TANK, WS AND SEWERAGE SYSTEM) AT M-3 INDUSTRIAL CITY, NEAR SAHIANWALA INTERCHANGE M-3 MOTORWAY, FAISALABAD

EMPLOYER: FAISALABAD INDUSTRIAL ESTATE DEVELOPMENT &

MANAGEMENT COMPANY, FAISALABAD CONTRACT NO.: FIC-040 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 over 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 Phase-II 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 in National Press by FIEDMC (copy of advertisement is attached as Annexure-A) for Infrastructure Development Works Phase-II 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, 17 bidders purchased the bidding documents by FIEDMC. Out of 17 bidders who purchased the bidding document only 06 bidders submitted the bid. The Technical Bids of the 06 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 Proposals/



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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 06 bidders following bidders were declared as qualified by the FIEDMC Procurement Committee:- 1. M/s. Ch. A. Latif & Sons (Pvt.) Ltd. 2. M/s. Design & Engineering System (Pvt.) Ltd. 3. M/s. NLC Engineers 4. M/s. Qavi Engineers (Pvt.) Ltd. 5. M/s. Sh. Iqbal Akhtar & Co.

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-040/2019/334 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 19/09/19, the Consultants carried-out Detailed Arithmetical Check of the BOQs of all the bids. Following Table-1 exhibits the status.

Sr. No. Name of Bidder

* Quoted Amount of Bids

(Rs.)

** Corrected Amount

(Rs.) Remarks

1 M/s. Sh. Iqbal Akhtar 1,434,526,125 (i) 1,359,526,125 1st Lowest

2 M/s. NLC Engineers 1,836,598,142.45 (ii) 1,761,598,142 2nd Lowest

(Conditional Responsive)



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* Quoted Amount of Bids

(Rs.)

** Corrected Amount

(Rs.) Remarks

3 M/s. Design & Engineering 1,728,858,886 (iii) 1,822,070,419 3rd Lowest (Conditional Responsive)

4 M/s. Ch. A. Latif & Sons 2,090,822,618.35 (iii) 2,015,901,705 4th Lowest (Conditional Responsive)

5 M/s. Qavi Engineers 2,330,626,986 (iv) 2,255,615,982 Highest


* 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) 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.

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

have quoted in original BOQ. 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. 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. 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.



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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. NLC Engineers

The bidder has offered 2.75% 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 2.75% 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.

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. 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.

iii) M/s. Design & Engineering • Cutting/ overwriting have been found, which is neither signed nor stamped. • 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.

• Rates of few items have not been quoted. • Incorrect Grand total amount written on Summary Page of BOQ.

iv) M/s. Ch. A. Latif & Sons

• 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



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

• Rates of few items have not been quoted.

v) 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. 1,545,779,927/- (without 5% contingencies) and Rs. 1,623,068,923/- (including 5% contingencies), which is primarily based on MRS Schedule of Govt. of the Punjab, whereas the quoted rates of lowest bidder are 12.05% lower than the engineer estimate (without contingencies) and 16.24% lower than the engineer estimates (with contingencies). The status of all the bids in comparison with the Engineer Estimates is as follows:


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 1,359,526,125 (-) 12.05% (-) 16.24% 1st Lowest

2 M/s. NLC Engineers 1,761,598,142 (+) 13.96% (+) 8.54% 2nd Lowest


3 M/s. Design & Engineering 1,822,070,419 (+) 17.87% (+) 12.26%

3rd Lowest (Conditional Responsive)

4 M/s. Ch. A. Latif & Sons 2,015,901,705 (+) 30.41% (+) 24.20%

4th Lowest (Conditional Responsive)

5 M/s. Qavi Engineers 2,255,615,982 (+) 45.92% (+) 38.97% Highest


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 Five (05) participants. The lowest bid after comparison with the Engineer’s Estimate has been found to be 12.05% lower than the engineer estimate (without contingencies) and 16.24% 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



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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 3 Borrowpit excavation

undressed including all lead & lift.

9,449,450 Cft 4.38 41,421,192 2 18,898,900 (-) 22,522,292 (-) 54.37% (-) 1.39%

STORM WATER DRAINAGE SYSTEM

4 Providing and laying reinforced cement concrete…..

b) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural……

295,036 Cft 405.90 119,755,112 300 88,510,800 (-) 31,244,312 (-) 26.09% (-) 1.93%

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

1,398,282 Kg 149 208,348,213 100 139,828,200 (-) 68,520,013 (-) 32.89% (-) 4.22%

WATER SUPPLY NETWORK

4 Providing, laying & fixing in trench……PE pipes (HDPE-100……..

a) Pipeline 225mm Outer Dia 67,581 Rft 1,555 105,088,455 850 57,443,850 (-) 47,644,605 (-) 45.34% (-) 2.94%

SEWERAGE COLLECTION & DISPOSAL SYSTEM

13 Providing and laying GRP Sewerage Pipe…..

a) 300 mm Dia (12" dia) 37,469 Rft. 1,224 45,862,056 100 3,746,900 (-) 42,115,156 (-) 91.83% (-) 2.59% f) 1600 mm Dia (63" dia) 3,117 Rft. 25,659 79,979,103 7,000 21,819,000 (-) 58,160,103 (-) 72.72% (-) 3.58%

ABNORMALLY HIGH RATES ITEMS ROAD WORKS 4 Earthowrk in ordinary soil

for embankments….. 9,461,089 Cft 5.67 53,648,159 12 113,533,068 (+) 59,884,909 (+) 111.63% (+) 3.69%

7 Providing and laying sub-base course….. 1,393,022 Cft 42.68 59,447,214 60 83,581,320 (+) 24,134,106 (+) 40.60% (+) 1.49%

9 Providing and laying bituminous priming coat.. 1,187,446 Sft 11.34 13,466,825 20 23,748,920 (+) 10,282,095 (+) 76.35% (+) 0.63%

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.

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. 1,359,526,125/- (excluding Provisional Sum of Rs. 75M) is around 12.05% lower than the Engineer’s Estimates (without contingencies) and 16.24% 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 36of Punjab Procurement Rules 2014.



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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. 1,359,526,125/- (excluding Rs. 75M Provisional Sum) which is 12.05% lower than the Engineer’s Estimates (without contingencies) and 16.24% 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 Five (05) Nos. Original Price Bids are returned herewith as received.

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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BIDS EVALUATION REPORT FIEDMC

Infrastructure Works of Commercial Zone-A FIC-034

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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. NLC Engineers Y Y* Y** Y*** Y Y M/s. Design & Engineering Y Y* Y** Y*** Y Y M/s. Ch. A. Latif & Sons 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.



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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 1,434,526,125 - - 75,000,000 1,359,526,125 - - 1,359,526,125

M/s. NLC Engineers 1,836,598,142 - - 75,000,000 1,811,411,972 2.75% 47,441,742 1,761,598,142 M/s. Design & Engineering 1,728,858,886 - (+) 168,211,533 75,000,000 1,822,070,419 - - 1,822,070,419

M/s. Ch. A. Latif & Sons 2,090,822,618.35 - - 75,000,000 2,015,901,705 - - 2,015,901,705

M/s. Qavi Engineers 2,330,626,986 - (-) 11,004 75,000,000 2,255,615,982 - - 2,255,615,982



[

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 1,359,526,125 - - - 1,359,526,125

M/s. NLC Engineers 1,761,598,142 - - - 1,761,598,142

M/s. Design & Engineering 1,822,070,419 - - - 1,822,070,419

M/s. Ch. A. Latif & Sons 2,015,901,705 - - - 2,015,901,705

M/s. Qavi Engineers 2,255,615,982 - - - 2,255,615,982



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 36 Months Amount(s) 5. Bid Price(s) (Read-out) 1,434,526,125 6. Corrections for Errors 7. Discounts - 8. Other Adjustments Less: Prov. Sum 75,000,000 9. Proposed Award 1,359,526,125

Notes :

1. M/s. Sh. Iqbal Akhtar has been determined as the responsive and the lowest evaluated bidder amongst Five (05) participants. The lowest bid after comparison with the Engineer’s Estimate has been found to be 12.05% lower than the engineer estimate (without contingencies) and 16.24% 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:




ABNORMALLY LOW RATES ITEMS ROAD WORKS 3 Borrowpit excavation

undressed including all lead & lift.

9,449,450 Cft 4.38 41,421,192 2 18,898,900 (-) 22,522,292 (-) 54.37% (-) 1.39%

STORM WATER DRAINAGE SYSTEM

4 Providing and laying reinforced cement concrete…..

b) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural……

295,036 Cft 405.90 119,755,112 300 88,510,800 (-) 31,244,312 (-) 26.09% (-) 1.93%

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

1,398,282 Kg 149 208,348,213 100 139,828,200 (-) 68,520,013 (-) 32.89% (-) 4.22%

WATER SUPPLY NETWORK

4 Providing, laying & fixing in trench……PE pipes (HDPE-100……..

a) Pipeline 225mm Outer Dia 67,581 Rft 1,555 105,088,455 850 57,443,850 (-) 47,644,605 (-) 45.34% (-) 2.94%

SEWERAGE COLLECTION &



Page 5 of 5




DISPOSAL SYSTEM 13 Providing and laying GRP

Sewerage Pipe….. a) 300 mm Dia (12" dia) 37,469 Rft. 1,224 45,862,056 100 3,746,900 (-) 42,115,156 (-) 91.83% (-) 2.59%

f) 1600 mm Dia (63" dia) 3,117 Rft. 25,659 79,979,103 7,000 21,819,000 (-) 58,160,103 (-) 72.72% (-) 3.58%

ABNORMALLY HIGH RATES ITEMS ROAD WORKS 4 Earthowrk in ordinary soil

for embankments….. 9,461,089 Cft 5.67 53,648,159 12 113,533,068 (+) 59,884,909 (+) 111.63% (+) 3.69%

7 Providing and laying sub-base course….. 1,393,022 Cft 42.68 59,447,214 60 83,581,320 (+) 24,134,106 (+) 40.60% (+) 1.49%

9 Providing and laying bituminous priming coat.. 1,187,446 Sft 11.34 13,466,825 20 23,748,920 (+) 10,282,095 (+) 76.35% (+) 0.63%

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. 1,359,526,125/- (excluding Provisional Sum of Rs. 75M) is around 12.05% lower than the Engineer’s Estimates (without contingencies) and 16.24% 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 36of 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. 1,359,526,125/- (excluding Rs. 75M Provisional Sum) which is 12.05% lower than the Engineer’s Estimates (without contingencies) and 16.24% 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 Five (05) 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-040

SUBJECT : INFRASTRUCTURE DEVELOPMENT WOKS OF PHASE-II (INCLUDING CONSTRUCTION OF UG, OH TANK, WS AND SEWERAGE SYSTEM) AT M-3 INDUSTRIAL CITY, NEAR SAHIANWALA INTERCHANGE M-3 MOTORWAY, FAISALABADCONTRACT NO : FIC-040

PEC Licence valid for the year

2019 (YES / NO)

PEC Category (C-1 & Above)

(YES / NO)

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

10(YES / NO)

Bid Security

(Rs. 32.50 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 1,000 M & above (last 10 years)

(10 Points)

Exp. of Integrated

Infrast. Dev.

Works COMPLET

ED 05 project of 1,000 M & above (last 10 years)

(30 Points)

Exp. of Integrated

Infrast. Dev.

Works IN HAND 05 project of 1,000 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 21 8 39 5 2 5 4 4 20 4 15 19 78

2 M/s. NLC Engineers Y CA Y Y Y N Y Conditional Eligible 10 30 20 60 5 2 5 4 4 20 5 15 20 100

3 M/s. Qavi Engineers (Pvt.) Ltd. Y 1 CA Y Y Y Y Y Conditional Eligible 10 20 6 36 5 2 5 4 4 20 5 15 20 76

4 M/s. Sh. Iqbal Akhtar & Co. Y 1 C1 Y Y Y Y Y Conditional Eligible 10 18 9 37 5 2 5 4 4 20 5 9 14 71

5 M/s. Ch. A. Latif & Sons Y CA Y Y Y Y Y Eligible 10 17 10 37 5 2 5 4 2 18 5 15 20 75

6 M/s. Asghar & Co. Y 1 C1 Y Y Y Y Y Conditional Eligible 8 15 6 29 5 2 5 4 4 20 4 9 13 62

The documents provided by FIEDMC after the bid opening have been incorporated in the bid evaluation. Client is requested to confirm the authenticity of all the provided documents.

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


D) 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.


E) M/s. Ch. A. Latif & Sons1) Only list of Equipment & forms have been provided. Proof of ownership not found.


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


Total Points

Obtained as per draft

evaluation (At least 70

point required to

qualify) (a+b+c)(100

Points)

Remark

ELIGIBILITY EXPERIENCE PERSONNEL & EQUIPMENT CAPABILITY FINANCIAL SOUNDNESS CAPABILITY

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

FAISALABAD INDUSTRIAL ESTATE DEVELOPMENT & MANAGEMENT COMPANY

DRAFT EVALUATION OF TECHNICAL BIDS

No. CONTRACTORS

MANDATORY REQUIREMENTS QUALIFICATION REQUIREMENTS

AANNNNEEXXUURREE -- EE

BBIIDDSS CCOOMMPPAARRAATTIIVVEE SSTTAATTEEMMEENNTT

Comp. - Grand 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 (Phase - II) for M-3 Industrial City Location : FaisalabadContract No : FIC-040

ESTIMATE M/s. Sh. Iqbal Akhta M/s. DES M/s. Ch. A. Latif M/s. Qavi Eng.Sub

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

A Road Works 624,973,010 665,333,213 682,679,415 779,335,355 943,067,377 882,253,918

B RCC Water Course & Storm Water Drainage System 415,708,215 309,788,055 473,771,977 432,826,836 491,087,233 584,137,418

C Water Supply Network 116,810,122 67,312,529 78,281,202 102,995,947 68,151,652 116,860,376

D Water Supply Connection Chamber 2,019,355 2,225,590 2,265,382 3,059,193 2,499,315 2,722,618

E Water Supply RCC Valves Chamber 968,355 1,091,200 978,438 1,345,915 1,182,535 1,324,135

F Sewerage Collection & Disposal System 221,945,532 109,081,380 318,918,231 250,065,976 145,865,697 362,954,378

G Allied Works for Potable Water Storage & Pumping System 163,355,338 139,954,819 168,259,613 165,675,939 268,052,577 197,952,854

1,545,779,927 1,294,786,786 1,725,154,258 1,735,305,161 1,919,906,386 2,148,205,69777,288,996 -

1,623,068,923 1,294,786,786 1,725,154,258 1,735,305,161 1,919,906,386 2,148,205,697- - 2.75% 47,441,742- 1,294,786,786 1,677,712,516 1,735,305,161 1,919,906,386 2,148,205,697- 64,739,339 83,885,626 86,765,258 95,995,319 107,410,285- 1,359,526,125 1,761,598,142 1,822,070,419 2,015,901,705 2,255,615,982- 75,000,000 75,000,000 75,000,000 75,000,000 75,000,000

1,623,068,923 1,434,526,125 1,836,598,142 1,897,070,419 2,090,901,705 2,330,615,982

As per Bid Opening Statement 1,434,526,125 1,728,858,886 2,090,822,618.35 2,330,626,986

SUMMARY% (above/ below)

(incl. conting.)M/s. Sh. Iqbal Akhtar -16.24%

M/s. NLC 8.54%M/s. Design & Engineers Services 12.26%

M/s. Ch. A. Latif & Sons 24.20%M/s. Qavi Engineers 38.97%

Bid Amount % (above/ below)(excl. conting.)

1,359,526,125

1,822,070,419 17.87%2,015,901,705 30.41%2,255,615,982 45.92%

-12.05%1,761,598,142 13.96%

Less: RebatSub Total (Rs.)

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

Add: Provisional SumGrand Total (Rs.)

1,836,598,142.45

Total Amount (Rs.)Add Contingencies 5%

Grand Total (Rs.)

COMPARATIVE STATEMENT

GRAND SUMMARY

M/s. NLC

Amount (Rs.)

-

Comp. - RoadPage 1 of 4


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.)

A - Road Works1 Natural Ground Compaction upto an average

depth of 6", by sheep foot roller, power roller orany other mechanical mean with optimummoisture content to achieve minimum 90%modified A.A.S.H.O. density.

3,244,592 Sft 0.37 1,200,499 0.01 32,446 2.20 7,138,102 0.50 1,622,296 3.80 12,329,450 2.14 6,943,427

2 Earthwork excavation in open cutting all depthfor storm water channels, drains, sullage drainsin open areas, roads, streets, lanes, includingunder pinning of walls and shoring to protectexisting works, shuttering and timbering thetrenches, dressed to designed level anddimensions, trimming, removal of surface waterfrom trenches, back filling and surplus excavatedmaterial disposed of and dressed including alllead & lift

11,639 Cft. 5.57 64,818 10 116,390 12.00 139,668 18 209,502 11.00 128,029 19.00 221,141

3 Borrowpit excavation undressed including alllead & lift. 9,449,450 Cft 4.38 41,421,192 2 18,898,900 6.61 62,460,865 1.00 9,449,450 5.80 54,806,810 0.01 94,495

4 Earthowrk in ordinary soil for embankments inlayers (thickness of layers as per specifications)including watering, ramming, ploughing andmixing with blade grade or disc harrow or othersuitable equipment, compaction by mechanicalmeans at optimum moisture content anddressing to designed section and all lead & lift,etc., complete in all respects:-i) 95% to 100% maximum modified AASHO drydensity

9,461,089 Cft 5.67 53,648,159 12 113,533,068 6.61 62,537,798 14.00 132,455,246 12.50 118,263,613 20.00 189,221,780

5 Sub Grade preparation in earth cut 75,881 Sft 5.55 421,140 5.00 379,405 15.00 1,138,215 8.00 607,048 16.00 1,214,096 6.43 487,915

6 Providing and laying sub-base course of stoneproduct ditto of approved quality and grade,including placing, mixing, spreading andcompaction of sub-base material to requireddepth, camber, grade to achieve 95%-100%maximum modified AASHO dry density, including carriage of all material, etc., complete as perspecifications & directions of the Engineer. Pitrun or bed run gravel. (For Improved Sub-Grade)

3,794 Cft 35.84 135,958 30.00 113,820 45.43 172,361 65.00 246,610 60.00 227,640 67.00 254,198

M/s. Qavi Engineers


M/s. Sh. Iqbal Akhtar M/s. NLC M/s. DES M/s. Ch. A. LatifEngineer's Estimate



(Rs.)Amount

(Rs.)Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

M/s. Qavi EngineersM/s. Sh. Iqbal Akhtar M/s. NLC M/s. DES M/s. Ch. A. LatifEngineer's Estimate

7 Providing and laying sub-base course of stoneproduct ditto of approved quality and grade,including placing, mixing, spreading andcompaction of sub-base material to requireddepth, camber, grade to achieve 95%-100%maximum modified AASHO dry density, including carriage of all material etc., complete as perspecifications & directions of the Engineer.Crushed stone aggregate.

1,393,022 Cft 42.68 59,447,214 60.00 83,581,320 50.03 69,692,891 66.00 91,939,452 60.00 83,581,320 67.00 93,332,474

8 Providing and laying base course of crushedstone aggregate of approved quality and grade,and supply and spreading of stone screening,including placing, mixing, spreading andcompaction of base course material to requireddepth, camber and grade to achieve 100%maximum modified AASHO dry density, including carriage of all materials to site of work exceptgravel and. aggregate

986,261 Cft 64.30 63,415,103 70.00 69,038,270 56.00 55,230,616 66.00 65,093,226 65.00 64,106,965 80.00 78,900,880

9 Providing and laying bituminous priming coat,using 10 lbs. kerosene oil and 10 lbs. binder per100 Sft. or 0.5 Kg kerosene and 0.5 Kg binderper square metre

1,187,446 Sft 11.34 13,466,825 20.00 23,748,920 8.05 9,558,940 8.00 9,499,568 16.00 18,999,136 9.00 10,687,014

10 Providing and laying plant premixed bituminouscarpet, ncluding compaction and finishing torequired camber, grade and density 4.5%Bitumen (2" Thick Compacted)

1,187,446 Sft 84.05 99,800,087 80.00 94,995,680 96.29 114,339,175 100.00 118,744,600 150.00 178,116,900 110.00 130,619,060

11 Providing Triple surface treatment to roads,including supply of bitumen and bajri/crushedstone aggregate of approved quality, includingcleaning of road surface, heating and sprayingbitumen, spreading bajri and rolling with roadroller (including its operation cost, fuel and hirecharges, etc.) etc. complete including carriage ofall materials to site of work except bajjri/crushedstone aggregate as per following1st Coat:-40 lbs. bitumen, and 5.5 Cft. bajri ofnominal size 1" (25mm) per 100 sq. feet or 1.96Kg bitumen and 0.017 cu.metre bajri per squaremetre.)2nd Coat:- 25 lbs. bitumen, and 2.75 Cft. bajri ofnominal size ½" (13 mm) per %sft or 1.23 Kgbitumen and 0.008 cu. metre bajri per sq.metre.3rd Coat:- 14 lbs. bitumen, and 1.5 Cft. bajri ofnominal size ¼" (6 mm) per %sft or 0.69 Kgbitumen and 0.005 cubic metre bajjri persq.metre.

411,154 Sft 45.82 18,838,460 35 14,390,390 50.00 20,557,700 15.00 6,167,310 72.00 29,603,088 70.00 28,780,780

12 Cement concrete plain Ratio 1:4:8 includingplacing, compacting, finishing and curingcomplete (including screening and washing ofstone aggregate.

121,023 Cft 180.00 21,784,382 150 18,153,450 207.62 25,126,795 200.00 24,204,600 225.00 27,230,175 205.00 24,809,715



(Rs.)Amount

(Rs.)Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)


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

527 Each 5,135.75 2,706,540 3,000.00 1,581,000 16,000.00 8,432,000 14,000.00 7,378,000 30,000.00 15,810,000 25,800.00 13,596,600

14 Traffic Road Sign category - 3 (a) 176 Each 29,691.19 5,225,649 15,000.00 2,640,000 32,844.00 5,780,544 24,000.00 4,224,000 75,000.00 13,200,000 46,600.00 8,201,600

15 Traffic Road Sign category - 3 (b) 176 Each 54,475.33 9,587,658 20,000.00 3,520,000 32,844.00 5,780,544 28,000.00 4,928,000 115,000.00 20,240,000 70,800.00 12,460,800

16 Painting Traffic Lanes 5" wide (125mm), (1.5 mmthick), with thermoplastic (TP) Paint includingGlass Beads, complete in al respect

73,287 Sft. 75.48 5,531,703 100.00 7,328,700 80.50 5,899,604 48.00 3,517,776 63.00 4,617,081 86.00 6,302,682

17 Reflective Aluminium pavement stud (Raisedprofile type single) 5,149 Each 693.49 3,570,780 400.00 2,059,600 350.00 1,802,150 500.00 2,574,500 900.00 4,634,100 660.00 3,398,340

18 Reflective Aluminium pavement stud (Raisedprofile type double) 515 Each 757.24 389,979 500.00 257,500 500.00 257,500 600.00 309,000 1,200.00 618,000 830.00 427,450

Pipe Sleeve19 Earthwork excavation in open cutting for storm

water channels, drains, sullage drains in openareas, roads, streets, lanes, including underpinning of walls and shoring to protect existingworks, shuttering and timbering the trenches,dressed to designed level and dimensions,trimming, removal of surface water fromtrenches, back filling and surplus excavatedmaterial disposed of and dressed upto any lead& lift. (In Ordinary Soil)

39,644 Cft 5.57 220,777 10.00 396,440 8.00 317,152 19.00 753,236 11.00 436,084 19.00 753,236

20 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and otherstructural members other than those mentionedin above not requiring form work (i.e. horizontalshuttering) complete in all respects:- (Nominalmix 1:2:4, having minimum compressive strengthcylindrical of 3000 Psi @ 28 days). (For BaseSlab of Chamber).

8,500 Cft 277.20 2,356,200 275 2,337,500 288.84 2,455,140 370.00 3,145,000 350.00 2,975,000 380.00 3,230,000

21 Granular Back Fill. 4,587 Cft 42.79 196,278 50 229,350 74.34 340,998 65.00 298,155 50.00 229,350 67.00 307,329



(Rs.)Amount

(Rs.)Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)

Rate (Rs.)

Amount (Rs.)


22 Precast reinforced cement concrete andprestressed reinforced cement concrete incolumns, beams, lintels, stair cases, shelves,etc. (nominal mix 1:2:4, having minimumcompressive cylindrical strength of 3000 PSI @28 days). including cost of Erecting and fixing inposition, precast cement concrete or stone slabin roofs or lintels, etc., complete as perspecifications & directions of the Engineers. (ForRCC Precast top slab of Drain)

102 Cft 387.20 39,494 600 61,200 328.84 33,542 650.00 66,300 300.00 30,600 700.00 71,400

23 Precast kerb block in concrete class A-1 of size450 Height x 300 Length x 150mm Thickness(18"x12"x6") including concrete bedding &haunching.

101,389 Rft 285.14 28,910,059 225.00 22,812,525 350.50 35,536,845 300.00 30,416,700 400.00 40,555,600 400.00 40,555,600


81,979 Rft 261.78 21,460,463 200.00 16,395,800 299.60 24,560,908 250.00 20,494,750 370.00 30,332,230 380.00 31,152,020


27,746 Rft 138.57 3,844,763 100.00 2,774,600 122.71 3,404,712 250.00 6,936,500 368.00 10,210,528 208.00 5,771,168

26 Supplying high density double wall PEcorrugated pipe and fittings (end cap, elbow, teeetc,.) SN-08 for sleeves with and including thecost of laying in proper position, jointing andcommissioning complete all as per drawing anddirection of the Engineer.a) 200 mm Dia Pipe 165 Rft 907.00 149,655 1,302.00 214,830 784.90 129,509 1,200.00 198,000 165.00 27,225 770.00 127,050 b) 250 mm Dia Pipe 2,893 Rft 1,814.00 5,247,902 800.00 2,314,400 1,202.21 3,477,994 1,350.00 3,905,550 270.00 781,110 1,380.00 3,992,340

27 Preparing surface & painting of choloronitedrubber based paint on kerb blocks (as perspecification and approved color).

177,543 Sft. 36.00 6,391,548 30.00 5,326,290 25.00 4,438,575 20.00 3,550,860 25.00 4,438,575 40.00 7,101,720

28 Providing and fixing interlocking concrete paversof approved colour & shape in approved pattern,over prepared base of required grade &compaction with and including the cost of 2"thick layer of river/canal bed sand cusion,placing the pavers in position, filling the jointswith sand i/c cartage to site of work. (Cost ofsand cushion & preparation of base deemed tobe included in the rates).a) For Foot path size 200mm x 120mm x 60 mm 366,736 Sft 112.00 41,074,432 100.29 36,779,953 109.08 40,003,563 95.00 34,839,920 142.00 52,076,512 109.00 39,974,224

29 Provide, lay, fill & compaction chenab sand inspecified area as filter layer / cushion layerwhere water table is high as designated by theEngineer. Compacted depth will be consideredfor payment.

3,192,670 Cft. 35.84 114,425,293 38.00 121,321,460 35.06 111,935,010 60.00 191,560,200 48.00 153,248,160 44.00 140,477,480

624,973,010 665,333,213 682,679,415 779,335,355 943,067,377 882,253,918 Total Amount Rs.

Comp. - Drain & W.CrsPage 1 of 3



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B - RCC Drain & Water Coarse1 Earthwork excavation in open cutting for storm

water channels, drains, sullage drains in openareas, roads, streets, lanes, including underpinning of walls and shoring to protect existingworks, shuttering and timbering the trenches,dressed to designed level and dimensions,trimming, removal of surface water fromtrenches, back filling and surplus excavatedmaterial disposed of and dressed upto any lead:-(In Ordinary Soil)i) Depth From 0'-00" to 5'-00" 446,794 Cft 5.57 2,488,196 10.00 4,467,940 8.00 3,574,352 8.00 3,574,352 10.00 4,467,940 16.00 7,148,704 ii) Depth From 5'-00" to 10'-00" 52,564 Cft 6.13 322,170 20.00 1,051,280 16.50 867,306 10.00 525,640 12.00 630,768 33.00 1,734,612

2 Earthwork in excavation of drains, irrigationchannels through excavator / drag lines in allkind of soil and conditions (dry,wet slush,daldaland under water) including its disposal upto anylead and preparation of working pad foroperation of machinery.

26,282 Cft 2.44 64,076 10.00 262,820 8.00 210,256 37.00 972,434 25.00 657,050 33.00 867,306

3 Cement concrete plain Ratio 1:4:8 includingplacing, compacting, finishing and curingcomplete (including screening and washing ofstone aggregate.

85,498 Cft 180.00 15,389,811 150.00 12,824,700 250.00 21,374,500 180.00 15,389,640 225.00 19,237,050 205.00 17,527,090

4 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):-

a) Reinforced cement concrete in slab of rafts /strip foundation, base slab of column andretaining walls; etc and other structural membersother than those mentioned in above notrequiring form work (i.e. horizontal shuttering)complete in all respects:- (Nominal mix 1:1½:3,having minimum compressive strength cylindricalof 3500 Psi @ 28 days). (For Base Slab ofDrain).

170,995 Cft 309.15 52,863,104 275.00 47,023,625 447.26 76,479,224 370.00 63,268,150 350.00 59,848,250 370.00 63,268,150

M/s. Qavi Engineers





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b) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespects:- (nominal mix 1:1½:3, having minimumcompressive cylindrical strength of 3500 PSI @28 days). (For Wall & Top Slab of Drain)

295,036 Cft 405.90 119,755,112 300.00 88,510,800 480.00 141,617,280 400.00 118,014,400 380.00 112,113,680 660.00 194,723,760

c) Precast reinforced cement concrete andprestressed reinforced cement concrete incolumns, beams, lintels, stair cases, shelves,etc. (nominal mix 1:1½:3, having minimumcompressive cylindrical strength of 3500 PSI @28 days). (For RCC Precast top slab of Drain)

62 Cft 358.05 22,199 500.00 31,000 321.69 19,945 635.00 39,370 380.00 23,560 370.00 22,940

d) Erecting and fixing in position, precast cementconcrete or stone slab in roofs or lintels, etc. liftunto 20 ft., (6m) including all charges. (For RCCPrecast top slab of Drain)

62 Cft 60.55 3,754 500.00 31,000 70.00 4,340 625.00 38,750 400.00 24,800 43.00 2,666

5 Fabrication of Deformed bars (Grade-60) steelreinforcement for cement concrete, includingcutting, bending, laying in position, making jointsand fastenings, including cost of binding wireand labour charges for binding of steelreinforcement (also includes removal of rust frombars).

1,398,282 Kg 149.00 208,348,213 100.00 139,828,200 151.15 211,350,324 150.00 209,742,300 170.00 237,707,940 183.00 255,885,606

6 Two coat of Bitumen coating to plastered orcement concrete surface.a) First coat with 20 lbs. per 100 Sft. (0.97 Kgper Sq.m) 528,069 Sft 11.90 6,286,397 12.00 6,336,828 10.00 5,280,690 9.00 4,752,621 30.00 15,842,070 15.00 7,921,035

b) Second coat with 14 lbs. per 100 Sft. (0.635Kg per Sq.m) 528,069 Sft 7.24 3,824,540 8.00 4,224,552 10.00 5,280,690 10.00 5,280,690 20.00 10,561,380 11.00 5,808,759

7 Providing embeding 10" (250 mm) wide ¼" (6mm) thick rubber water stopper in expansionjoints of RCC roof slab complete in all respects.

55,354 Rft. 70.30 3,891,386 50.00 2,767,700 97.50 5,397,015 100.00 5,535,400 450.00 24,909,300 480.00 26,569,920

8 Pacca brick work with cement, sand mortarRatio 1:6:- Ground Floor 788 Cft 196.37 154,740 300.00 236,400 236.90 186,677 460.00 362,480 210.00 165,480 275.00 216,700

9 Cement plaster 1:4 upto 20' (6.00 m) height:-¾" (20 mm) thick:- Upto 20' height 2,494 Sft 25.58 63,803 40.00 99,760 35.00 87,290 76.00 189,544 60.00 149,640 42.00 104,748

10 Small iron work, such as gusset plates, knees,bends, stirrups, straps, rings, etc. includingcutting, drilling, riveting, handling, assemblingand fixing; including erection in position. (ForGrating & Frame of Precast Slab)

2,099 Kg 213.02 447,126 200.00 419,800 213.01 447,108 475.00 997,025 650.00 1,364,350 252.00 528,948



(Rs.)Amount

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11 Preparing surface and painting two coats ofapproved paint on guard bars, gates of iron bars,gratings, railing (including standards, braces,etc.) and in similar open work.(For Iron Gratings)

302 Sft 10.66 3,219 50.00 15,100 25.00 7,550 170.00 51,340 25.00 7,550 86.00 25,972

12 Preparing surface and painting two coats ofapproved paint on fillets, framing, skirtings,pipes, gutters, and similar linear work notexceeding 6" (150 mm) girth. (For Iron Frame ofPrecast Slab)

257 Sft 8.09 2,080 50.00 12,850 30.00 7,710 300.00 77,100 25.00 6,425 86.00 22,102

13 Providing & fixing expansion joint with andincluding the cost of expansion of approvedwaterstop, approved premoulded joint filler, capwith compressible approved filler on debondedside, dowel bars debonded on one side onlycomplete as shown in drawing, specification &direction of the Engineer.

3,199 Rft. 274.72 878,829 300.00 959,700 280.00 895,720 400.00 1,279,600 1,000.00 3,199,000 400.00 1,279,600

14 Dismantling and removing road structure &earthen embankment in required width & depth,stacking the excavated materials along withtrench, refilling the same in layers of not morethan 150mm thick (compacted) in the trenches,leveling, watering, compacting to requireddegree. Laying to proper level & grade granularsub base, crushed aggregate base course,asphaltic base course & wearing course as perthe section of the existing road with propercompaction. Cost of prime coat & disposal ofsurplus excavated material in designated areadeemed to be included in the rates.

3,420 Sft. 263.00 899,460 200.00 684,000 200.00 684,000 800.00 2,736,000 50.00 171,000 140.00 478,800

415,708,215 309,788,055 473,771,977 432,826,836 491,087,233 584,137,418 Total Amount Rs.

Comp. - Water Supply NetPage 1 of 2



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C - Water Supply Network1 Excavation of trenches in all kinds of soil, except

cutting rock, for watersupply pipelines upto 5 ft.(1.5 m) depth from ground level, includingtrimming, dressing sides, leveling the beds oftrenches to correct grade and cutting pits forjoints, etc. complete in all respects.

524,832 Cft 4.71 2,471,828 5.00 2,624,160 8.00 4,198,656 12.00 6,297,984 10.00 5,248,320 10.00 5,248,320

2 Back filling, watering and ramming earth withsurplus earth from Excavation, etc. 424,498 Cft 3.17 1,345,935 3.00 1,273,494 4.00 1,697,992 2.00 848,996 8.00 3,395,984 6.00 2,546,988

3 Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): Ratio 1:2:4.

1,857 Cft 232.37 431,511 275.00 510,675 268.84 499,236 400.00 742,800 300.00 557,100 247.00 458,679

4 Providing, laying & fixing in trench i/c fitting,jointing & testing etc complete in all respect thehigh density polythlene PE pipes (HDPE-100,SDR-17, PN-10 conforming to ISO-4427, DIN-8074/75 & PS. 3580:1997). (conforming toapproved specification).a) Pipeline 225mm Outer Dia 67,581 Rft 1,555.00 105,088,455 850.00 57,443,850 990.04 66,907,893 1,300.00 87,855,300 800.00 54,064,800 1,510.00 102,047,310

5 Providing and fixing double acting cast ironflanged Air Valve (imported) of the followingdiameter complete with flanged isolating valve ofthe same diameter i/c nuts bolts, gaskets, & Teeetc. complete as per drawing, specification andapproval of the Engineer.a) 3" (75 mm) dia 2 Nos. 49,871.00 99,742 50,000.00 100,000 60,000.00 120,000 87,000.00 174,000 60,000.00 120,000 64,300.00 128,600

6 Supply Fire Hydrants (imported) of the followingdiameter conforming to AWWA-C-502 and fixingin position in chambers i/c Tee & extention pieceas per drawing and directions of the Engineer.

a) 4" (100 mm) dia 9 Nos. 38,610.00 347,490 40,000.00 360,000 50,000.00 450,000 88,500.00 796,500 55,000.00 495,000 99,300.00 893,700

7 Supply Flanged sluice Valves (imported) of thefollowing diameter conforming to PN-16, AWWAC-500 & BS-5150) and fixing in position inchambers as per drawing and directions of theEngineer. (Sluice Valves).a) For Pipeline 225mm Outer Dia 10 Nos. 72,073.00 720,730 75,000.00 750,000 85,000.00 850,000 100,000.00 1,000,000 52,000.00 520,000 121,100.00 1,211,000

M/s. Ch. A. Latif M/s. Qavi Engineers


Engineer's Estimate M/s. Sh. Iqbal Akhtar M/s. NLC M/s. DES

Comp. - Water Supply NetPage 2 of 2


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M/s. Ch. A. Latif M/s. Qavi EngineersEngineer's Estimate M/s. Sh. Iqbal Akhtar M/s. NLC M/s. DES

8 Supply & fixing stub ends for fixing of flangedvalves 2nos. on each sluice Valves, as perdrawing and directions of the Engineer.b) For Pipeline 225mm Outer Dia 10 Nos. 13,727.00 137,270 10,000.00 100,000 18,000.00 180,000 7,100.00 71,000 76,000.00 760,000 32,300.00 323,000

9 Supplying and filling river bed sand under pipesas per specifications with and i/c. the cost oflaying to proper camber and grade, watering andconsolidation etc. complete.

74,339 Cft 77.00 5,724,103 50.00 3,716,950 35.06 2,606,325 53.00 3,939,967 32.00 2,378,848 44.00 3,270,916

10 Providing and fixing in position P.E pipeconforming to I.S.O 4427-DIN 8074/75 and P.S3580-1994) in road crossing i./c encasingexternally with C.C 1:2:4, 4" thick around pipe asper drawings, excavation, back filling anddisposal of surplus earth etc complete. a) 1" Dia P.E Pipe 165 Rft 178.00 29,370 200.00 33,000 600.00 99,000 800.00 132,000 300.00 49,500 131.00 21,615 b) 3/4" Dia P.E Pipe 22 Rft 168.00 3,696 200.00 4,400 550.00 12,100 700.00 15,400 350.00 7,700 124.00 2,728

11 Making connection from existing P.E pipe linewith cost of approved quality clamp, Adaptor,Tee, elbow, Ferrule and other necessary fittingsetc complete in all respect or as per directions ofthe Engineer. a) From 225mm Dia Pipe 132 No 3,106.00 409,992 3,000.00 396,000 5,000.00 660,000 8,500.00 1,122,000 4,200.00 554,400 5,360.00 707,520

116,810,122 67,312,529 78,281,202 102,995,947 68,151,652 116,860,376 Total Amount Rs.

Comp. - Chambers H.CPage 1 of 3



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D - Water Supply Connection ChamberCHAMBER WORK

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

20,739 Cft 6.61 137,184 10.00 207,390 7.50 155,543 12.00 248,868 10.00 207,390 12.00 248,868

2 Cement concrete plain Ratio 1:4:8 includingplacing, compacting, finishing and curingcomplete (including screening and washing ofstone aggregate).

843 Cft 180.00 151,742 200.00 168,600 207.62 175,024 350.00 295,050 225.00 189,675 205.00 172,815

3 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and otherstructural members other than those mentionedin above not requiring form work (i.e. horizontalshuttering) complete in all respects:- (Nominalmix 1:1½:3, having minimum compressivestrength cylindrical of 3500 Psi @ 28 days). (ForBase Slab of Chamber).

1,366 Cft 309.15 422,299 275.00 375,650 321.69 439,429 400.00 546,400 350.00 478,100 370.00 505,420

4 Cement concrete plain Ratio 1:2:4 includingplacing, compacting, finishing and curingcomplete (including screening and washing ofstone aggregate). (Benching & Flooring)

82 Cft 232.37 19,054 250.00 20,500 268.84 22,045 450.00 36,900 300.00 24,600 265.00 21,730

5 Pacca brick work in ground floor with cement,sand mortar Ratio 1:6. 2,270 Cft 196.37 445,760 250.00 567,500 236.90 537,763 350.00 794,500 210.00 476,700 275.00 624,250





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6 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in roof slab, beams, columns lintels,girders and other structural members laid in situor precast laid in position, or prestressedmembers cast in situ, complete in all respects:-(nominal mix 1:2:4, having minimumcompressive cylindrical strength of 2500 PSI @28 days).

608 Cft 374.00 227,392 375.00 228,000 328.84 199,935 420.00 255,360 300.00 182,400 420.00 255,360


2,057 Kg 149.00 306,499 150.00 308,550 151.15 310,916 155.00 318,835 170.00 349,690 183.00 376,431

8 Cement plaster ½" (13 mm) thick ratio 1:3 upto20' (6.00 m) height. 7,470 Sft 20.04 149,706 25.00 186,750 35.00 261,450 45.00 336,150 60.00 448,200 44.00 328,680

RCC Cover for Chamber9 Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Precast reinforcedcement concrete and prestressed reinforcedcement concrete in columns, beams, lintels, staircases, shelves, etc. (nominal mix 1:2:4, havingminimum compressive cylindrical strength of2500 PSI @ 28 days).

38 Cft 326.65 12,413 375.00 14,250 328.84 12,496 600.00 22,800 300.00 11,400 247.00 9,386

10 Erecting and fixing in position, precast cementconcrete slab in roofs or lintels, etc. lift unto 20ft(6m) including all charges.

38 Cft 60.55 2,301 100.00 3,800 70.00 2,660 600.00 22,800 300.00 11,400 43.00 1,634


132 Kg 149.00 19,668 150.00 19,800 151.15 19,952 250.00 33,000 170.00 22,440 183.00 24,156



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12 Iron work, such as gusset plates, knees, bends,stirrups, straps, rings, MS guard bars, grill,railing, ladders, gratings, brackets, hooks, holdfasts and frames etc. including cutting, welding,punching/drilling holes, riveting, handling,assembling by welding or fixing with use of bolts,buts, rivets washers etc., in position; Includingerection in position. (For Precast Cover frame)

582 Kg 213.02 123,977 200.00 116,400 213.01 123,972 235.00 136,770 160.00 93,120 252.00 146,664

13 Preparing surface and painting two coats of paintafter applying priming coat, on fillets, framing,skirting's, pipes, gutters, and similar linear worknot exceeding 6" (150 mm) girth. (For IronFrame of Precast Slab)

168 Sft 8.09 1,360 50.00 8,400 25.00 4,200 70.00 11,760 25.00 4,200 43.00 7,224

2,019,355 2,225,590 2,265,382 3,059,193 2,499,315 2,722,618 Total Amount Rs.

Comp. - Chambers (Valve)Page 1 of 3



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E - Water Supply RCC Valves ChamberCHAMBER WORK

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

3,995 Cft 6.61 26,426 10.00 39,950 8.00 31,960 12.00 47,940 10.00 39,950 12.00 47,940

2 Cement concrete plain Ratio 1:4:8 includingplacing, compacting, finishing and curingcomplete (including screening and washing ofstone aggregate).

342 Cft 180.00 61,561 175.00 59,850 207.62 71,006 250.00 85,500 225.00 76,950 205.00 70,110

3 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and otherstructural members other than those mentionedin above not requiring form work (i.e. horizontalshuttering) complete in all respects:- (Nominalmix 1:1½:3, having minimum compressivestrength cylindrical of 3500 Psi @ 28 days). (ForBase Slab of Chamber).

318 Cft 309.15 98,310 275.00 87,450 321.69 102,297 400.00 127,200 350.00 111,300 370.00 117,660

4 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded washed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placing inposition, etc.):- Reinforced cement concrete inroof slab, beams, columns lintels, girders andother structural members laid in situ or precastlaid in position, or prestressed members cast insitu, complete in all respects:- (Nominal mix1:1½:3, having minimum compressive strengthcylindrical of 3500 Psi @ 28 days). (For Wall &Top Slab of Chamber).

685 Cft 405.90 278,042 400.00 274,000 361.69 247,758 435.00 297,975 380.00 260,300 544.00 372,640





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2,718 Kg 149.00 404,990 150.00 407,700 151.15 410,826 180.00 489,240 170.00 462,060 183.00 497,394

6 Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): Ratio 1:2:4. (Compressive strength2250 PSI @ 28days). (For Benching & Flooring)

23 Cft 232.37 5,345 250.00 5,750 268.84 6,183 600.00 13,800 300.00 6,900 265.00 6,095

Pre Cast Man Hole Cover7 Providing and laying reinforced cement concrete

(including prestressed concrete), using coarsesand and screened graded washed aggregate, in required shape and design, including forms,moulds, shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placing inposition, etc.):- Precast reinforced cementconcrete and prestressed reinforced cementconcrete in columns, beams, lintels, stair cases,shelves, etc. (Nominal mix 1:1½:3, havingminimum compressive strength cylindrical of3000 Psi @ 28 days).

14 Cft 358.05 5,013 375.00 5,250 361.69 5,064 1,900.00 26,600 380.00 5,320 265.00 3,710

8 Erecting and fixing in position, precast cementconcrete slab in roofs or lintels, etc. lift unto 20ft(6m) including all charges.

14 Cft 60.55 848 100.00 1,400 70.00 980 900.00 12,600 300.00 4,200 43.00 602


49 Kg 149.00 7,301 150.00 7,350 151.15 7,406 290.00 14,210 170.00 8,330 183.00 8,967

10 Iron work, such as gusset plates, knees, bends,stirrups, straps, rings, MS guard bars, grill,railing, ladders, gratings, brackets, hooks, holdfasts and frames etc. including cutting, welding,punching/drilling holes, riveting, handling,assembling by welding or fixing with use of bolts,buts, rivets washers etc., in position; Includingerection in position. (For Precast Cover frame)

237 Kg 213.02 50,485 200.00 47,400 213.01 50,483 350.00 82,950 160.00 37,920 250.00 59,250



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11 Providing embeding 10" (250 mm) wide ¼" (6mm) thick rubber water stopper in expansionjoints of R.C.C. roof slab complete in allrespects.

228 Rft. 70.30 16,028 200.00 45,600 97.50 22,230 530.00 120,840 450.00 102,600 480.00 109,440

12 Preparing surface and painting two coats of paintafter applying priming coat, on fillets, framing,skirting's, pipes, gutters, and similar linear worknot exceeding 6" (150 mm) girth. (For IronFrame of Precast Slab)

69 Sft 8.09 558 100.00 6,900 25.00 1,725 70.00 4,830 25.00 1,725 43.00 2,967

13 Dry rammed brick or stone ballast, 1½" to 2"( 40mm to 50 mm) gauge. 342 Cft 39.32 13,448 300.00 102,600 60.00 20,520 65.00 22,230 190.00 64,980 80.00 27,360

968,355 1,091,200 978,438 1,345,915 1,182,535 1,324,135 Total Amount Rs.

Comp. - SeweragePage 1 of 4



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F - Sewerage Collection & Disposal System1 Earthwork excavation in open cutting for sewers

and manholes as shown in drawings includingshuttering and timbering, dressing to correctsection and dimensions according to templatesand levels, and removing surface water, in alltypes of soil except shingle, gravel and rock,Back Filling, watering and ramming earth underfloors with surplus earth from foundation, etc.(Rate includes back filling but without shuttering& timbering).i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth above SSWL 988,802 Cft 8.66 8,566,140 8.00 7,910,416 7.50 7,416,015 9.00 8,899,218 12.00 11,865,624 5.00 4,944,010 ii) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth aboveSSWL. 73,073 Cft 12.40 906,277 2.00 146,146 21.00 1,534,533 11.00 803,803 18.00 1,315,314 10.00 730,730

iii) above 15.0 ft. (4.5 m) depth depth aboveSSWL. 13,501 Cft 14.91 201,262 3.00 40,503 24.00 324,024 15.00 202,515 28.00 378,028 13.00 175,513

2 Earthwork excavation of trenches in open cuttingfor sewers and manhole chambers, etc. belowsub-soil water level to correct section anddimensions according to templates and levels,including shoring, timbering and shuttering ofM.S. sheets on both sides of the trenches, BackFilling, watering and ramming earth under floorswith surplus earth from foundation, etc. (Cost ofdewatering is deemed to be included in thisrate)i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth below SSWL 80,717 Cft 12.86 1,037,706 50.00 4,035,850 15.00 1,210,755 59.00 4,762,303 11.00 887,887 16.00 1,291,472 ii) 4.01 ft. to 8.0 ft. (1.22 to 2.4 m) depth belowSSWL. 262,346 Cft 15.36 4,029,162 10.00 2,623,460 22.00 5,771,612 6.00 1,574,076 15.00 3,935,190 30.00 7,870,380

iii) Exceeding 8 ft. (2.4 m) depth below SSWL. 428,003 Cft 20.02 8,570,589 5.00 2,140,015 28.00 11,984,084 6.00 2,568,018 18.00 7,704,054 42.00 17,976,126

3 Cement concrete plain including placing,compacting, finishing and curing complete(including screening and washing of stoneaggregate): (Ratio 1:4:8, Minimum cylinderstrength 1000 PSI @ 28 days).

3,198 Cft 180.00 575,646 175.00 559,650 207.62 663,969 350.00 1,119,300 280.00 895,440 205.00 655,590

4 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.)





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a) Reinforced cement concrete in slab of rafts /strip foundation, base slab of column andretaining walls; etc and other structural membersother than those mentioned in above notrequiring form work (i.e. horizontal shuttering)complete in all respects:- (Nominal mix 1:1½:3,having minimum compressive strength cylindricalof 3500 Psi @ 28 days). (For Manhole BaseSlab)

8,333 Cft 309.15 2,576,147 275.00 2,291,575 321.69 2,680,643 380.00 3,166,540 350.00 2,916,550 370.00 3,083,210

b) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structuralmembers laid in situ or precast laid in position, orprestressed members cast in situ, complete in allrespects:- (Nominal mix 1:1½:3, having minimumcompressive cylindrical strength of 3500 PSI @28 days). (For Manhole Walls & Cone)

25,345 Cft 405.90 10,287,536 375.00 9,504,375 361.69 9,167,033 390.00 9,884,550 380.00 9,631,100 600.00 15,207,000

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

1,109 Cft 358.05 397,077 375.00 415,875 361.69 401,114 365.00 404,785 380.00 421,420 300.00 332,700

d) Erecting and fixing in position, precast cementconcrete or stone slab in roofs or lintels, etc. liftunto 20 ft., (6m) including all charges. (ForPrecast RCC Cover of Manhole)

1,109 Cft 60.55 67,150 70.00 77,630 70.00 77,630 365.00 404,785 300.00 332,700 43.00 47,687

5 Providing and laying reinforced cement concreteusing coarse sand and screened graded andwashed crushed stone aggregate in requiredshape and design i/c. forms, moulds, shuttering,lifting, compacting, curing, rendering andfinishing surface (inside & out side both),complete (but excluding the cost of steelreinforcement and its fabrication and placing inposition etc.) Reinforced cement concrete in slabof rafts / strip foundation, base slab of columnand retaining walls; etc and other structuralmembers other than those mentioned in abovenot requiring form work (i.e. horizentalshuttering) complete in all respects:- (nominalmix 1:2:4, having minimum compressivecylindrical strength of 2500 PSI @ 28 days). (ForRCC Encasment Slab under Road Crossing)

244 Cft 277.20 67,637 275.00 67,100 288.84 70,477 350.00 85,400 300.00 73,200 265.00 64,660



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6 Providing and laying cement concrete plain usingcoarse sand and screened graded and washedcrushed stone aggregate in required shape anddesign i/c. forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingsurface (inside & out side both), complete (Ratio1:3:6, Minimum cylinder strength 1500 PSI @ 28days). (Around Pipe Encasment under RoadCrossing)

700 Cft 201.94 141,357 200.00 140,000 228.04 159,628 260.00 182,000 240.00 168,000 227.00 158,900

7 Providing and laying cement concrete plain usingcoarse sand and screened graded and washedcrushed stone aggregate in required shape anddesign i/c. forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingsurface (inside & out side both), complete (Ratio1:2:4, Minimum cylinder strength 2500 PSI @ 28days). (For Benching in Manhole)

9,345 Cft 232.37 2,171,498 225.00 2,102,625 268.84 2,512,310 315.00 2,943,675 350.00 3,270,750 265.00 2,476,425


127,153 Kg 149.00 18,946,178 100.00 12,715,300 151.15 19,219,176 150.00 19,072,950 180.00 22,887,540 183.00 23,268,999

9 Providing embeding 10" (250 mm) wide ¼" (6mm) thick rubber water stopper in expansionjoints of R.C.C. roof slab complete in allrespects.

6,126 Rft. 70.30 430,658 100.00 612,600 97.50 597,285 150.00 918,900 450.00 2,756,700 480.00 2,940,480

10 Bitumen coating to plastered or cement concretesurface, 20 lbs. per 100 Sft. (0.97Kg per Sq.m)for Each Coat.a) 1st Coat 52,488 Sft 11.90 624,843 12.00 629,856 10.00 524,880 10.00 524,880 50.00 2,624,400 15.00 787,320 b) 2nd Coat 52,488 Sft 11.90 624,843 8.00 419,904 10.00 524,880 11.00 577,368 40.00 2,099,520 15.00 787,320

11 Iron work, such as gusset plates, knees, bends,stirrups, straps, rings, MS guard bars, grill,railing, ladders, gratings, brackets, hooks, holdfasts and frames etc. including cutting, welding,punching/drilling holes, riveting, handling,assembling by welding or fixing with use of bolts,buts, rivets washers etc., in position; Includingerection in position. (For foot rest & frame ofmanhole cover)

20,884 Kg 213.02 4,448,678 150.00 3,132,600 213.01 4,448,501 215.00 4,490,060 360.00 7,518,240 252.00 5,262,768

12 Preparing surface and painting two coats of paintafter applying priming coat, on fillets, framing,skirting's, pipes, gutters, and similar linear worknot exceeding 6" (150 mm) girth. (For IronFrame of Precast Slab).

1,506 Sft 8.09 12,189 20.00 30,120 25.00 37,650 90.00 135,540 55.00 82,830 43.00 64,758



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13 Providing and laying GRP Sewerage Pipeincluding carriage of the pipe to site of work,laying and jointing in trenches to correctalignment and grade, jointing with double bellcoupler, cutting pipes where necessary, testingand commissioning etc., having operatingpressure of 6 bars meeting standards of AWWAM-45, ASTMD-1205, 2143, 2152, D638, D790 &SN5000 including carriage, complete. (SewerLine)GRP Pipea) 300 mm Dia (12" dia) 37,469 Rft. 1,224.00 45,862,056 100.00 3,746,900 2,333.92 87,449,648 700.00 26,228,300 600.00 22,481,400 2,610.00 97,794,090 b) 350 mm Dia (12" dia) 2,551 Rft. 1,525.00 3,890,275 2,000.00 5,102,000 2,466.75 6,292,679 2,700.00 6,887,700 780.00 1,989,780 3,040.00 7,755,040 c) 400 mm Dia (16" dia) 1,155 Rft. 1,923.00 2,221,065 2,200.00 2,541,000 2,973.90 3,434,855 2,700.00 3,118,500 810.00 935,550 3,710.00 4,285,050 d) 450 mm Dia (18" dia) 5,616 Rft. 2,363.00 13,270,608 2,500.00 14,040,000 3,638.02 20,431,120 2,800.00 15,724,800 920.00 5,166,720 4,580.00 25,721,280 e) 600 mm Dia (24" dia) 696 Rft. 3,921.00 2,729,016 3,500.00 2,436,000 6,065.10 4,221,310 5,600.00 3,897,600 1,460.00 1,016,160 7,000.00 4,872,000 f) 1600 mm Dia (63" dia) 3,117 Rft. 25,659.00 79,979,103 7,000.00 21,819,000 38,232.90 119,171,949 30,000.00 93,510,000 6,500.00 20,260,500 36,830.00 114,799,110

14 Providing, stacking, spreading graded granularmaterial from approved quarry under bed ofpipes i/c. leveling, dressing to proper camberand grade i/c. watering etc. and all lead and liftcomplete (actual compacted depth to bemeasured).

245,022 Cft. 38.00 9,310,836 40.00 9,800,880 35.06 8,590,471 155.00 37,978,410 50.00 12,251,100 80.00 19,601,760

221,945,532 109,081,380 318,918,231 250,065,976 145,865,697 362,954,378 Total Amount Rs.

Summary - Allied W.S SystemPage 1 of 1


ESTIMATE M/s. Sh. Iqbal Akhta M/s. NLC M/s. DES M/s. Ch. A. Latif M/s. Qavi Eng.Sub Head Description Amount (Rs.) Amount (Rs.) Amount (Rs.) Amount (Rs.) Amount (Rs.) Amount (Rs.)

G - Allied Works for Potable Water Storage & Pumping System

G (i) Construction of 1 MG RCC UG Water Tank 67,744,487 54,772,934 70,248,433 70,862,050 101,955,314 88,381,613

G (ii) Pump Room - For UG Tank 12,794,072 11,102,895 13,474,909 14,688,250 11,155,925 13,641,234

G (iii) Operator Room 4,343,472 6,480,156 4,926,549 6,258,909 7,503,440 5,448,230

G (iv) Installation of Tube Wells alongwith Construction of Pump Rooms 35,881,058 32,334,990 28,542,895 31,152,199 45,280,771 29,079,149

G (v) Over Head Tank (1 Lac Gallons) 31,132,250 25,907,273 33,913,851 29,289,781 73,295,727 41,401,478

G (vi) External Electrical Work 11,460,000 9,356,571 17,152,976 13,424,750 28,861,400 20,001,150

163,355,338 139,954,819 168,259,613 165,675,939 268,052,577 197,952,854Total Amount Rs.


Summary OF Allied Works for Potable Water Storage & Pumping System

Comp. - 1MG UG Tank CivilPage 1 of 6



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G (i) - Construction of 1 MG RCC UG Water Tank1 Earthwork excavation as shown in drawings

including shuttering and timbering, dressing tocorrect section and dimensions according totemplates and levels, and removing surfacewater, in all types of soil except shingle, graveland rock:-i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 85,542 Cft 5.49 469,839 5.00 427,710 8.00 684,336 15.00 1,283,130 12.00 1,026,504 4.00 342,168 ii) 7.1 ft. to 15 ft. (2.10 to 4.5 m) depth 38,736 Cft 9.23 357,599 9.00 348,624 10.00 387,360 12.00 464,832 15.00 581,040 6.00 232,416

2 Earthwork excavation below sub-soil water levelto correct section and dimensions according todrawings, templates and levels, includingshoring, timbering and shuttering of M.S. sheetson both sides of the trenches, back filling withwatering and ramming earth under floors withsurplus earth from foundation, etc. (Cost ofdewatering deem to be included in this rate).i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth below SSWL 12,912 Cft 15.12 195,171 15.00 193,680 10.00 129,120 59.00 761,808 11.00 142,032 16.00 206,592 ii) 4.01 ft. to 8.0 ft. (1.22 to 2.4 m) depth belowSSWL. 25,824 Cft 17.62 454,956 20.00 516,480 15.00 387,360 80.00 2,065,920 15.00 387,360 30.00 774,720

iii) Exceeding 8 ft. (2.4 m) depth below SSWL 79,086 Cft 22.28 1,762,348 25.00 1,977,150 25.00 1,977,150 12.00 949,032 18.00 1,423,548 42.00 3,321,612

3 Back filling, watering and ramming earth underfloors with surplus earth from foundation, etc. 89,000 Cft 3.17 282,188 3.00 267,000 3.00 267,000 2.00 178,000 8.00 712,000 7.00 623,000

4 Cement concrete plain including placing,compacting, finishing and curing completeincluding screening and washing of stoneaggregate:- (Ratio 1:4:8, having minimumcylindrical compressive strength of 1000 Psi@28 days).

7,522 Cft 180.00 1,353,975 170.00 1,278,740 207.62 1,561,718 225.00 1,692,450 225.00 1,692,450 205.00 1,542,010

5 Supplying and laying double layer of polythenesheet over D.P.C. under floors and on roofs, etc:-500 gauge (.005" thick) 14,994 Sft 8.00 119,952 10.00 149,940 9.50 142,443 18.00 269,892 10.00 149,940 9.00 134,946

6 Providing and laying 1-½" thick (40 mm) dampproof course of cement concrete 1:2:4 (usingcement, sand and shingle), including 2 coats ofbitumen coating @ 0.9 kg/sqm. in each coat.

14,994 Sft 52.80 791,661 55.00 824,670 55.00 824,670 60.00 899,640 500.00 7,497,000 87.00 1,304,478






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7 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and otherstructural members other than those mentionedin above not requiring form work (i.e. horizontalshuttering) complete in all respects:- (Nominalmix 1:1:2, having minimum compressivecylindrical strength 4000 Psi @ 28 days).

22,113 Cft 373.45 8,258,100 350.00 7,739,550 432.58 9,565,642 380.00 8,402,940 400.00 8,845,200 520.00 11,498,760

8 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in roof slab, beams, columns lintels,girders and other structural members laid in situor precast laid in position, or prestressedmembers cast in situ, complete in all respects:-(Nominal mix 1:1:2, having minimumcompressive cylindrical strength 4000 Psi @ 28days).a) Upto 6m height 24,352 Cft 465.30 11,330,986 400.00 9,740,800 472.58 11,508,268 450.00 10,958,400 450.00 10,958,400 470.00 11,445,440

9 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in roof slab, beams, columns lintels,girders and other structural members laid in situor precast laid in position, or prestressedmembers cast in situ, complete in all respects:-(Nominal mix 1:2:4, having minimum cylindricalcompressive strength of 3000 Psi @ 28 days).

a) Upto 6m height 65 Cft 374.00 24,310 350.00 22,750 328.84 21,375 670.00 43,550 300.00 19,500 530.00 34,450



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10 Fabrication of Deformed bars (Grade-60) steelreinforcement for cement concrete, includingcutting, bending, laying in position, making jointsand fastenings, including cost of binding wireand labour charges for binding of steelreinforcement (also includes removal of rustfrom bars).

209,098 Kg 149.00 31,156,229 100.00 20,909,800 151.15 31,605,163 155.00 32,410,190 170.00 35,546,660 183.00 38,264,934

11 Providing embedding 10" (250 mm) wide ¼" (6mm) thick rubber water stopper in Constructionjoints complete in all respects.

584 Rft 70.30 41,055 75.00 43,800 97.50 56,940 400.00 233,600 450.00 262,800 480.00 280,320

12 Providing and laying damp proof course with ¾"thick (20 mm) cement sand plaster Ratio 1:4 andbitumen coating with one coat of bitumen andone coat of polythene sheet 500 gauge. (VerticalDPC)

9,699 Sft 35.35 342,821 50.00 484,950 60.00 581,940 60.00 581,940 250.00 2,424,750 74.00 717,726

13 Providing and laying 2" (50 mm) thick topping ofcement concrete 1:2:4, including surfacefinishing and dividing in panels.

26,003 Sft 51.27 1,333,265 50.00 1,300,150 70.00 1,820,210 50.00 1,300,150 300.00 7,800,900 77.00 2,002,231

14 Providing and fixing glass strip 5mm thick and 1-½" (40 mm) wide, for dividing the flooring intopanels.

7,949 Rft 4.20 33,386 10.00 79,490 12.00 95,388 9.00 71,541 1,000.00 7,949,000 18.00 143,082

15 Pacca brick work in foundation and plinth in:-cement, sand mortar Ratio 1:4 719 Cft 193.04 138,795 200.00 143,800 236.90 170,331 550.00 395,450 250.00 179,750 280.00 201,320

16 Cement plaster 1:3 upto 20' (6.00 m) height:-¾" (20 mm) thick.a) Upto 6m height 13,179 Sft 26.79 353,059 30.00 395,370 35.00 461,265 40.00 527,160 60.00 790,740 44.00 579,876

17 Providing and fixing Artificial envi stone claddingof approved design, pattern, size & quality onwalls with 1:4 cement sand mortar base of 3/4"thickness setting the tiles with neat cementmortar, grouting the joints 1/4" with matchinggrout of approved manufacturer / supplier,including mechanism of nails, grouting, insertingin walls, with proper fixing in place with and i/crequired accessories etc, curing, finishing as perthe instructions & approval of the Engineer andas per design and drawings. The cost includescartage, all lead and lift, complete in all respectas directed by the Engineer.

2,723 Sft 233.87 636,828 250.00 680,750 250.00 680,750 550.00 1,497,650 130.00 353,990 214.00 582,722

18 Providing and laying soling stones, minimumsize 230mm, under floor including packing withspawls, chips, consolidating, etc complete.

15,865 Cft 39.78 631,110 50.00 793,250 100.00 1,586,500 55.00 872,575 90.00 1,427,850 80.00 1,269,200

19 Add extra for providing and mixing pudlo orother similar approved water proofing materialadded to cement @ 5% by weight of cement.

26,021 Kg 136.25 3,545,361 100.00 2,602,100 70.00 1,821,470 40.00 1,040,840 200.00 5,204,200 120.00 3,122,520



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20 Providing & fixing in position expan bar PVCrearguard 250mm wide and joint sealercomplete in all respect as per the approval &direction of the Engineer.

584 Rft 501.19 292,695 500.00 292,000 550.00 321,200 500.00 292,000 350.00 204,400 480.00 280,320

Mechanical Works21 Supply & installing Direct Cylinder Mounted Gas

Chlorinator (imported): all vacuum operated,capacity 10, 25, 50 & 100 pounds per day, FeedRatio 20:1 with all standard accessories.

1 No. 300,484.77 300,485 250,000.00 250,000 256,377.00 256,377 200,000.00 200,000 7,000.00 7,000 652,900.00 652,900

22 Supply & installing Multistage centrifugalmonoblock chlorinator booster pumping sethaving gunmetal impellers stainless steel shaftstuffing box with electric motor on common shaftwith field testing kit.

1 No. 64,063.71 64,064 50,000.00 50,000 54,660.00 54,660 45,000.00 45,000 12,000.00 12,000 88,300.00 88,300

23 Supply & installing (approved) chlorine gascylinder 68 Kg capacity, bottle type with firstfilling of liquid chlorine after hydraulic testing(NOC from Deptt. of Explosives to be obtained).

1 No. 88,776.75 88,777 50,000.00 50,000 75,745.00 75,745 17,000.00 17,000 22,000.00 22,000 252,100.00 252,100

24 Providing 28" x 28" (internal dimensions) C.Idouble seal manhole cover and frame (wt. 100kg) including fixing in RCC Slab at the time ofcasting, etc. complete as per drawing and asdirected by the Engineer.

3 No. 78,357.00 235,071 75,000.00 225,000 72,872.00 218,616 45,000.00 135,000 35,000.00 105,000 32,900.00 98,700

25 Providing & fixing C.I Goose Neck Vent 6" dia asper drawings design suitable for fixing in the roofof under ground tank weighing 50 Kg each.

8 Nos. 9,000.00 72,000 10,000.00 80,000 8,370.00 66,960 20,000.00 160,000 6,000.00 48,000 20,000.00 160,000

27 Providing & fixing Brass / Bronze pressuregauge complete with necessary accessories asper specification & approval of the Engineer.300mm dia

1 No. 3,964.68 3,965 5,000.00 5,000 3,383.00 3,383 5,000.00 5,000 1,200.00 1,200 287,100.00 287,100

28 Providing & fixing 50mm dia double acting airvalve (imported) with required flanged tee, nut &bolts, etc. complete as per specification &approval of the Engineer.

1 No. 29,763.00 29,763 30,000.00 30,000 27,680.00 27,680 22,000.00 22,000 6,000.00 6,000 56,600.00 56,600

29 Providing & fixing overflow G.I pipe 150mm diafor U/G Tank with necessary fittings along withC.I check valve, etc. complete as per drawing,specification & approval of the Engineer.

1 No. 66,216.50 66,217 75,000.00 75,000 61,581.00 61,581 57,000.00 57,000 22,000.00 22,000 6,400.00 6,400

30 Providing & fixing Water Depth MeasuringGauge with required fitting as per specifications& approval of the Engineer.

1 No. 30,000 30,000 30,000 30,000 27,900 27,900 84,000 84,000 10,000 10,000 685,700 685,700

31 Providing & fixing C.I Flanged 300mm dia floatvalve (imported) along with all accessoriesrequired & as per specifications & direction ofthe Engineer.

1 No. 15,000 15,000 15,000 15,000 13,950 13,950 19,000 19,000 14,000 14,000 650,000 650,000



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32 Providing & fixing C.I Flanged sluice valve(imported) flanged end 10" dia with requiredaccessories as per specifications & direction ofthe Engineer.

1 No. 72,073 72,073 75,000 75,000 67,028 67,028 65,000 65,000 21,000 21,000 172,900 172,900

33 Providing & fixing M.S pipe made out of M.Ssheet 7.9 mm thick conforming to API 5L gradeX-42 helical seam submerged arc weldedcarbon steel pipe with externally coated (3-Layer) polyethylene and epoxy coated internallyconforming to B.S specification includingclamps, nuts, bolts, jointing, testing and all othernecessary accessories required for fixing etccomplete in all respect and as per direction ofthe Engineer.a) M.S Pipe 300 mm dia. Internal Dia 22 Rft 5,937 130,614 6,000 132,000 5,521 121,462 22,000 484,000 2,000 44,000 9,900 217,800 b) M.S Pipe 150 mm dia. Internal Dia 11 Rft 3,436 37,796 4,000 44,000 3,195 35,145 11,000 121,000 1,200 13,200 4,550 50,050

34 Providing & laying M.S fittings made out of M.Ssheet 7.9 mm thick conforming to API 5L gradeX-42 helical seam submerged arc weldedcarbon steel pipe with internally & externallyepoxy coated conforming to B.S specificationincluding nuts, bolt, packing, jointing, testing etccomplete in all respect and as per direction ofthe Engineer.

a) 300mm Dia. Elbow 90o 2 No. 29,788 59,576 30,000 60,000 27,703 55,406 29,000 58,000 2,000 4,000 23,200 46,400 b) M.S Flanges 300mm Dia. 2 No. 5,470 10,940 5,000 10,000 5,087 10,174 10,000 20,000 2,000 4,000 9,800 19,600 c) M.S Flanges 150mm Dia. 12 No. 3,423 41,076 3,000 36,000 3,183 38,196 9,000 108,000 1,500 18,000 3,900 46,800

35 Providing and fixing manual gear operatedPenstock including frame, Extended operationalstainless steel spindle and other requiredaccessories complete in all respect as perdrawing / design and as per approval of theEngineer. (Leakage rates in accordance with BS7775-1995) Size 3'x3'

2 No. 343,277 686,554 300,000 600,000 319,248 638,496 483,000 966,000 52,000 104,000 214,300 428,600

36 Supplying & fixing in position anodizedAluminium 600mm wide ladder for UG Tankcomplete with all necessary accessories as perthe drawings and specification and as perdirection of the Engineer.

2 Job 45,000 90,000 30,000 60,000 41,850 83,700 40,000 80,000 36,000 72,000 42,900 85,800



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37 Construction of chamber. The dimensions areas under. The work comprises of 9" thick B.Bmasonry walls set in cement mortor 1:3, 6" thickbottom slab of RCC 1:2:4 on 4" C.C 1:4:8 bed,top slab of chamber will be 6" thick RCC 1:2:4with and i/c 18"x18" C.I cover with frame,providing 2 layers of bitumen coating waterproofing membrane on outer surface of walls incontact with earth, including excavation,backfilling, disposal of surplus earth todesignated area 3/4" thick cement sand plaster(1:3) on inner and outer surfaces of wall cost ofsteel etc. complete as per drawing & as perdirection of the Engineer.Size 4'x4'x depth (As Per Drawing)a) For Sluice Valve 2 Nos. 60,756 121,512 50,000 100,000 50,498 100,996 45,000 90,000 7,200 14,400 52,100 104,200

38 Providing and applying acrylic reinforcedcementitious flexible water proof coating asapproved by the Engineer.

23,334 Sft 72.14 1,683,315 70.00 1,633,380 70.00 1,633,380 40.00 933,360 250.00 5,833,500 230.00 5,366,820

67,744,487 54,772,934 70,248,433 70,862,050 101,955,314 88,381,613 Total Amount Rs.

Summary Pump Room UGPage 1 of 1



G (ii) - Pump Room - For UG Tank

G (ii) a Civil Work - Pump Room UG Tank 719,049 622,495 816,592 1,028,450 2,145,125 1,037,074

G (ii) b Electrical Work - Pump Room UG Tank 2,349,851 2,359,650 2,802,311 2,822,350 1,315,600 3,751,230

G (ii) c Mechanical Work - Pump Room UG Tank 9,725,172 8,120,750 9,856,007 10,837,450 7,695,200 8,852,930

12,794,072 11,102,895 13,474,909 14,688,250 11,155,925 13,641,234Total Amount (Rs.)


SUMMARY OF PUMP ROOM - FOR UG TANK

Comp. - Pump Room UG (Civil)Page 1 of 3



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G (ii) a - Civil Work - Pump Room UG Tank1 Excavation in foundation of building, bridges and

other structures, including dagbelling, dressing,refilling around structure with excavated earth,watering and ramming lead upto one chain (30m) and lift upto 5 ft. (1.5 m) in ordinary soil.

132 Cft 6.61 873 10.00 1,320 10.00 1,320 52.00 6,864 10.00 1,320 13.00 1,716

2 Cement concrete plain including placing,compacting, finishing and curing completeincluding screening and washing of stoneaggregate:- (Ratio 1:4:8, having minimumcylindrical compressive strength of 1000 Psi@28 days).

11 Cft 180.00 1,980 200.00 2,200 207.62 2,284 425.00 4,675 225.00 2,475 205.00 2,255

3 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and otherstructural members other than those mentionedin above not requiring form work (i.e. horizontalshuttering) complete in all respects:- (nominalmix 1:2:4, having minimum compressive strengthcylindrical of 3000 Psi @ 28 days).

26 Cft 277.20 7,207 300.00 7,800 288.84 7,510 350.00 9,100 350.00 9,100 530.00 13,780

M/s. Qavi Engineers





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4 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in roof slab, beams, columns lintels,girders and other structural members laid in situor precast laid in position, or prestressedmembers cast in situ, complete in all respects:-(nominal mix 1:2:4, having minimum cylindricalcompressive strength of 3000 Psi @ 28 days).

a) Upto 6m height 458 Cft 374.00 171,292 300.00 137,400 328.84 150,609 400.00 183,200 380.00 174,040 450.00 206,100


1,481 Kg 149.00 220,673 100.00 148,100 151.15 223,853 150.00 222,150 170.00 251,770 183.00 271,023

6 Pacca brick work in ground floor cement, sandmortar Ratio 1:6(1st Class Burned Brick).a) Ground Floor 607 Cft 196.37 119,197 200.00 121,400 236.90 143,798 550.00 333,850 210.00 127,470 275.00 166,925

7 Cement plaster 1:4 upto 20' (6.00 m) height:-½" (13 mm) thicka) Upto 6m height 1,228 Sft 19.01 23,348 25.00 30,700 35.00 42,980 30.00 36,840 60.00 73,680 42.00 51,576

8 Cement plaster 1:4 upto 20' (6.00 m) height:-¾" (20 mm) thicka) Upto 6m height 972 Sft 25.58 24,866 30.00 29,160 35.00 34,020 35.00 34,020 80.00 77,760 42.00 40,824

9 First class deodar wood wrought joinery in doorsand windows, etc. paneled, or paneled or glazed, or fully glazed, fixed in position, includingchowkat, holdfast, hinges, tower bolts, chocks,rubber stop, cleats/G.I. clamps, handles andchord with hooks, etc. complete (excludingsliding bolt or lock):-(All as per the drawing &approved of the Engineer) 1½" thick (40 mm)

62 Sft 1,187.70 73,637 1,000.00 62,000 2,000.00 124,000 570.00 35,340 3,100.00 192,200 2,140.00 132,680

10 Priming coat of chalk under distemper. 2,201 Sft 1.56 3,428 5.00 11,005 4.00 8,804 17.00 37,417 250.00 550,250 19.00 41,819

11 Distempering new surface two coats:- (Oil bounddistemper) 2,201 Sft 9.80 21,573 10.00 22,010 10.00 22,010 25.00 55,025 200.00 440,200 17.00 37,417



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12 Preparing surface and painting of doors andwindows any type (including edges):-Withenamel paint of approved manufacturesa) priming coat. 124 Sft 7.66 950 5.00 620 5.00 620 21.00 2,604 100.00 12,400 17.00 2,108 b) 1st coat of paint. 124 Sft 4.12 510 10.00 1,240 12.00 1,488 35.00 4,340 130.00 16,120 17.00 2,108 c) 2nd coat of paint. 124 Sft 4.12 510 10.00 1,240 8.00 992 35.00 4,340 160.00 19,840 9.00 1,116

13 Providing and fixing M.S. flat ½"x1/8" (13mm x3mm) grill including ¾" x 1/8" (20 mmx3 mm)M.S. flat frame, in windows of approved design,including painting three coats, complete in allrespects.(all as per drawings) contractor tosubmit shop drawings to Engineer for approvalbefore application.

35 Sft 228.95 8,013 200.00 7,000 245.00 8,575 215.00 7,525 1,000.00 35,000 133.00 4,655

14 Providing/fixing stair railing consisting of M.S.Box section size 1-1/2"x3" of 16 SWG weldedwith M.S. flat 1"x1/8" continuously and weldedover M.S. square bars 5/8"x5/8" punched in M.S.flat 2 ¾' high @ 5½" c/c fixed in steps of stair I/Cpainting 3 coats complete. (Contractor to submitshop drawings for the approved of the Engineer).

20 Rft 714.55 14,291 750.00 15,000 850.00 17,000 1,100.00 22,000 2,000.00 40,000 570.00 11,400

15 Providing and laying damp proof course ofcement concrete 1:2:4 (using cement, sand andshingle), including bitumen coating with one coatbitumen and one coat polythene sheet500gauge:- 2" thick (50 mm) @ the rate of 0.9kg/sqm. in each coat.

486 Sft 54.94 26,701 50.00 24,300 55.00 26,730 60.00 29,160 250.00 121,500 102.00 49,572

719,049 622,495 816,592 1,028,450 2,145,125 1,037,074 Total Amount Rs.

Comp. - Pump Room UG (Elect.)Page 1 of 3



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G (ii) b - Electrical Work - Pump Room UG Tank

1

Supply and erection of PVC pipe for wiringrecessed in walls, including inspection boxes,pull boxes, hooks, cutting jharries and repairingsurface, etc. complete with all specials.

a) 20 mm i/d 200 Mtr. 139.80 27,960 150.00 30,000 139.80 27,960 100.00 20,000 70.00 14,000 120.00 24,000 b) 25 mm i/d 50 Mtr. 162.00 8,100 175.00 8,750 162.00 8,100 125.00 6,250 80.00 4,000 160.00 8,000

2 Supply and errection PVC pipe for recessedwiring (main and sub-main) purpose, includingbends, specials, etc. in floor, wall or trenhes:-

a) 50 mm i/d 60 Mtr. 292.00 17,520 300.00 18,000 292.00 17,520 315.00 18,900 140.00 8,400 410.00 24,600 b) 100 mm i/d 30 Mtr. 465.05 13,952 400.00 12,000 465.05 13,952 615.00 18,450 300.00 9,000 1,200.00 36,000

3 Supply and erection of single core PVC insulatedcopper conductor cables, in prelaid PVC pipe /M.S. conduit / g.I pipe / wooden strip batten /wooden casing an capping / G.I wire / trenches(rate for cables only) :- 250/440 volts, PVCinsulated.

a) 3/0.74 mm (3/0.029") 500 Mtr. 38.85 19,425 40.00 20,000 38.85 19,425 50.00 25,000 30.00 15,000 40.00 20,000 b) 7/0.74 mm (7/0.029") 150 Mtr. 52.90 7,935 50.00 7,500 52.90 7,935 80.00 12,000 50.00 7,500 76.00 11,400 c) 7/0.91 mm (7/0.036") 100 Mtr. 75.95 7,595 60.00 6,000 75.95 7,595 100.00 10,000 70.00 7,000 100.00 10,000 d) 7/1.12 mm (7/0.044") 30 Mtr. 106.50 3,195 100.00 3,000 106.50 3,195 125.00 3,750 90.00 2,700 140.00 4,200 e) 7/1.63mm (7/0.064") 30 Mtr. 249.20 7,476 250.00 7,500 249.20 7,476 280.00 8,400 1,500.00 45,000 380.00 11,400

4 Supply and erection of copper conductor cablesfor service connection, in prelaid pipe/ G.I.wire/trenches, etc. (rate for cable only):-PVC insulated, PVC sheathed 4 core, 660/1100volt non-armoured cable:19/1.32mm (19/0.052") 150 Mtr. 1,656.10 248,415 1,500.00 225,000 1,656.10 248,415 1,700.00 255,000 1,500.00 225,000 2,140.00 321,000

5 Supply and erection of copper conductor cablesfor service connection, in prelaid pipe/ G.I.wire/trenches, etc. (rate for cable only):-PVC insulated, PVC sheathed 4 core, 660/1100volt grade cable armoured with 16 SWG. cable:-

a) 37/2.36mm (37/0.093") 80 Mtr. 9,760.55 780,844 10,000.00 800,000 9,760.55 780,844 10,300.00 824,000 1,500.00 120,000 13,400.00 1,072,000 b) 37/2.62mm (37/0.103") 50 Mtr. 12,148.25 607,413 12,000.00 600,000 12,148.25 607,413 13,000.00 650,000 1,500.00 75,000 16,600.00 830,000

6 Supply and erection of M.S. sheet box of 16SWG, 10cm (4") deep, with 4.75 mm thick(3/16") bakelite sheet top, for recessed wiring,including making holes for regulators, switches,plugs, etc.

a) 10 x 10 cm (4"x4") 24 Each 160.95 3,863 150.00 3,600 160.95 3,863 895.00 21,480 400.00 9,600 600.00 14,400 b) 17.5 x 10 cm (7"x4") 1 Each 226.35 226 200.00 200 226.35 226 1,300.00 1,300 400.00 400 960.00 960






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7 Supply and erection of ceiling rose, bakelite. 4 Each 38.60 154 50.00 200 38.60 154 650.00 2,600 500.00 2,000 500.00 2,000

8 Supply and erection of switches 10/15 Amp:-Recessed type 22 Each 54.45 1,198 100.00 2,200 54.45 1,198 235.00 5,170 150.00 3,300 350.00 7,700

9 Supply and erection of 3 pin switch and plugcombined, recessed type

a) 5 Amp 10 Each 71.25 713 100.00 1,000 71.25 713 650.00 6,500 180.00 1,800 1,030.00 10,300 b) 10/15 Amp 5 Each 97.00 485 100.00 500 97.00 485 900.00 4,500 180.00 900 1,030.00 5,150

10 Supply and erection of 3/8" (10 mm) dia M.S. barfan hook, placed at the time of casting of slab.

2 Each 40.15 80 100.00 200 40.15 80 775.00 1,550 500.00 1,000 310.00 620

11 Bonding to earth with wire on surface, includingcost of wire, clamps, thimbles,etc.: Copper wire

a) 16 SWG 60 Mtr. 41.90 2,514 100.00 6,000 41.90 2,514 100.00 6,000 500.00 30,000 1,950.00 117,000

12 Supply and erection of 25 mm (1") dia and onemettre long lighting conductor copper rod with 5spikes on ball and base, etc complete. 2 Job 2,893.95 5,788 3,000.00 6,000 2,893.95 5,788 9,650.00 19,300 21,000.00 42,000 24,500.00 49,000

13 Copper Fan electric with fan dimmar,box,blades, canopy and rod including connections,provision of cables and ceiling rose for fan 140cm sweep of approved type, supply and fixing. 2 Each 4,500 9,000 5,000 10,000 4,500 9,000 900 1,800 5,000 10,000 6,400 12,800

14 Copper Fan electric AC exhaust 60cm 220/230volts SP complete, supply and fixing. 4 Each 3,000 12,000 3,000 12,000 3,000 12,000 5,650 22,600 10,000 40,000 4,300 17,200

LIGHT FITTINGS15 Ceiling mounted 27watts LED light fixture

approved type complet with all instalationaccessories supply and fixing. 6 Each 2,300 13,800 2,500 15,000 30,000 180,000 13,000 78,000 6,000 36,000 4,500 27,000

16 Ceiling mounted 17watts LED light fixtureapproved type complet with all instalationaccessories supply and fixing. 2 Each 1,600 3,200 1,500 3,000 25,000 50,000 4,000 8,000 5,000 10,000 3,100 6,200

17 Bulk head fittings cost iron, without guard toppedwall mounted 14watts LED IP-65 20mm ETaccording to BSS No. 229 of 1957 supply andfixing. 8 Each 1,500 12,000 1,500 12,000 5,000 40,000 3,100 24,800 12,000 96,000 6,600 52,800

Distribution board18 Providing, installing, connecting, testing and

commissioning distribution board wall/floormounted housed in 16 SWG sheet steelhousing, dust proof, hinged door/lock, suitablefor. 500 volts, 3 phase, 4 wires and earthterminal AC system as approved by theEngineer. The panel comprises of:-

DISTRIBUTION BOARD - MAIN (under ground tank)



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a) Incoming1-400 A TP Mccb 25KA3-Indication lamps1-Voltmeter scaled-0-500 V1-Volt selector switch1-Ammeter scaled-0-400A1-Amps selector switch3-curent transfer scaled-5-400ATPN+E Busbar

Outgoing3-100 A TP Mccb 13KA (for DB-P)1-60 A TP Mccb 7.5KA 3-15 A TP Mcb 7.5KA 6-10 A SP Mcb-6 KA9-15A SP Mcb-6KA 1 Job. 185,000 185,000 200,000 200,000 218,790 218,790 235,000 235,000 250,000 250,000 296,500 296,500

DISTRIBUTION BOARD - LT Panelb) Incoming

2-630 A TP Mccb 50KA1-Interloking3-Indication lamps1-Voltmeter scaled-0-500 V1-Volt selector switch1-Ammeter scaled-0-630A1-Amps selector switch3-curent transfer scaled-5-630ATPN+E Busbar

Outgoing1-400 A TP Mccb 25KA 3-125 A TP Mccb 13KA 1-60 A TP Mccb 13KA 2-30 A TP Mccb 13KA 3-15 A TP Mccb 7.5KA 1 Job. 350,000 350,000 350,000 350,000 527,670 527,670 532,000 532,000 250,000 250,000 759,000 759,000

2,349,851 2,359,650 2,802,311 2,822,350 1,315,600 3,751,230 Total Amount Rs.

Comp. - Pump Room UG (Mech.)Page 1 of 3



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G (ii) c - Mechanical Work - Pump Room UG Tank1 Providing, fixing, testing & commissioning of

vertical turbine pump, as approved by theEngineerCapacity : 500 igpmHead : 80 to 100 Feet complete with all accessories, piping, etc. motorof 20 KW, 1450 Rpm, 4 pole totally enclosed, fancooled tropically insulated 3 phase, 50 Hz, 400V± 5% with non-reverse ratchet & Automatic /manual control panel with all safety protectionaccessories in weather proof steel cabinet,cable, etc. as per specification & as directed bythe Engineer.

3 Job. 2,441,444.13 7,324,332 2,000,000 6,000,000 2,500,000 7,500,000 2,606,000 7,818,000 2,200,000 6,600,000 1,480,000 4,440,000

2 Supplying, hoisting and fixing in position of chainpulley block to monorail for lifting the pump andmotor time to time for erection, service andmaintenance. Chain pulley block of capacity 10Tons including Corbel Beam and Craneassembly complete in all respect as per drawingdesign and as per direction of the Engineer.

1 Job. 240,000 240,000 200,000 200,000 240,000 240,000 120,000 120,000 35,000 35,000 79,000 79,000

3 Providing & laying M.S pipe made out of M.Ssheet 7.9 mm thick conforming to API 5L grade X-42 helical seam submerged arc welded carbonsteel pipe with externally coated of 3-layerpolyethylene and epoxy coated internallyconforming to B.S specification including jointing,testing etc complete in all respect and as perdirection of the Engineer.

a) M.S Pipe 12" Dia 150 Rft 5,937 890,550 5,000 750,000 5,937 890,550 7,750 1,162,500 2,500 375,000 9,900 1,485,000

4 Providing & laying M.S fittings made out of M.Ssheet 7.9 mm thick conforming to API 5L grade X-42 helical seam submerged arc welded carbonsteel pipe with externally coated of 3-layerpolyethylene and epoxy coated internallyconforming to B.S specification including nuts,bolt, packing, jointing, testing etc complete in allrespect and as per direction of the Engineer.

a) M.S Flanged Tee 12" x 12" x 6" 3 Nos. 25,000 75,000 30,000 90,000 25,000 75,000 7,300 21,900 15,000 45,000 23,200 69,600 d) M.S Flanges Dia. 12" 10 Nos. 6,000 60,000 10,000 100,000 6,000 60,000 9,300 93,000 800 8,000 23,200 232,000 f) M.S Blind Flanges Dia. 12" 1 Nos. 5,000 5,000 5,000 5,000 5,000 5,000 11,000 11,000 7,000 7,000 13,100 13,100






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5 Supplying and fixing of (imported) C.I Sluicevalve PN-16 rating with flanged ends drilled andhaving all cast iron components as per B.SStandards 5163 workable for potable water, solidforged bronze inside screw spindle. Spindle nutvalve and seat faces of hard wear resisting,manufactured from gunmetal, painted black allover with asphalt base paint, fitted and fixed etc.complete in all respect and as per approval ofthe Engineer.

a) C.I Sluice Valve 6" Dia (Flanged) 4 Nos. 28,796 115,184 30,000 120,000 28,796 115,184 32,000 128,000 35,000 140,000 70,000 280,000

6 Supply Double Acting Air Valve (imported) withIsolating valve & Fixing in position, includingcutting jointing with header complete in allrespects, testing & Commissioning as perdesign, drawing, specification and as perapproval of the Engineer

a) C.I Air Valve 4" Dia 4 No. 73,199 292,796 70,000 280,000 73,199 292,796 60,000 240,000 22,000 88,000 76,400 305,600

7 Supplying and fixing 6" Dia non-return / checkvalve (imported) of PN-16 rating having body /door of C.I Gr. 20, trunnion shaft AISI 410 faceand seat ring of gunmetal i.e. metal to metal seatand not rubber to metal, generally conforming toB.S standards, flanges flat face drilled completein all respect and as per approval of theEngineer.

3 Nos. 66,216.50 198,650 60,000.00 180,000 66,217.00 198,651 60,000.00 180,000 26,000.00 78,000 60,000.00 180,000

8 Supply Surge Relief Valve & Fixing in positionincluding jointing with header complete in allrespects testing & Commissioning as per design,drawing, specification and as per approval of theEngineer.

a) Surge Relief Valve 12" Dia 1 No. 200,000 200,000 150,000 150,000 200,000 200,000 200,000 200,000 75,000 75,000 837,100 837,100

9 Providing and fixing CI Goose Neck Vent 6" Dia.with aluminium grating as per drawings designsuitable for fixing in the roof of under ground tankweighing 50 Kg each.Complete in all respect asper drawing design and approval of the Engineer

2 Nos. 9,000 18,000 10,000 20,000 9,000 18,000 20,000 40,000 36,000 72,000 20,000 40,000

10 Providing and fixing Brass / Bronze PressureGauge complete with necessary accessoriesincluding cutting, jointing with header main asper drawing design and approval of the Engineer.

1 No. 22,000 22,000 20,000 20,000 22,000 22,000 26,000 26,000 12,500 12,500 85,000 85,000

11 Providing and fixing 12" dia. M.S flanged FlexibleCoupling complete with all accessories, nuts,bolts, packing, etc complete in all respects asper drawing design and approval of the Engineer.

5 No. 23,000 115,000 20,000 100,000 23,000 115,000 11,000 55,000 6,800 34,000 118,400 592,000



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12 Supply & fix, Galvanized M.S Cover & frame750mm x 750mm x 3/8" rectangular with 2" x 2" x1/4" Angle iron frame fixed in (Roof Opening) i/cpainting with anticorrosive paint, a coat of redzinc paint complete as per drawings direction ofthe Engineer.

105 Kg 172 18,060 150 15,750 213 22,366 210 22,050 340 35,700 386 40,530

13 Providing, laying & fixing in trench i/c fitting,jointing & testing etc complete in all respect thehigh density polythlene PE pipes (HDPE-100,SDR-17, PN-10 conforming to ISO-4427, DIN-8074/75 & PS. 3580:1997). (conforming toapproved specification).315mm (Outer Dia) Pipeline 60 Rft 2,510 150,600 1,500 90,000 1,691 101,460 12,000 720,000 1,500 90,000 2,900 174,000

9,725,172 8,120,750 9,856,007 10,837,450 7,695,200 8,852,930Total Amount Rs.

Summary Operator RoomPage 1 of 1



G (iii) - Operator Room

G (iii) a Civil Work - (Operator Room) 3,839,483 4,335,926 4,137,972 5,428,609 6,791,840 4,713,840

G (iii) b Plumbing Works - (Operator Room) 337,340 1,957,350 337,340 386,850 469,350 344,140

G (iii) c Electrical Work - (Operator Room) 166,649 186,880 451,237 443,450 242,250 390,250

4,343,472 6,480,156 4,926,549 6,258,909 7,503,440 5,448,230Total Amount (Rs.)


SUMMARY OF OPERATOR ROOM

Comp. - Operator Room (Civil)Page 1 of 7



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G (iii) a - Civil Work - (Operator Room)1 Excavation in foundation of building, bridges and


2,666 Cft 6.61 17,635 10.00 26,660 10.00 26,660 18.00 47,988 10.00 26,660 13.00 34,658

2 Supplying and filling sand under floor; orplugging in wells. 2,240 Cft 19.41 43,476 35.00 78,400 35.06 78,534 52.00 116,480 55.00 123,200 36.00 80,640

3 Supplying and laying polythene sheet overD.P.C..floors and on roofs, etc. 500 gauge(0.005" thick)ratio also includes overlaps

4,298 Sft 4.00 17,192 8.00 34,384 7.00 30,086 9.00 38,682 10.00 42,980 9.00 38,682

4 Two coat Bitumen coating to plastered orcement concrete surface. Ratio for each coat 20lbs. per 100 Sft. (0.97 Kg per Sq.m).

4,298 Sft 23.81 102,331 25.00 107,450 25.00 107,450 18.00 77,364 50.00 214,900 26.00 111,748

5 Cement concrete plain including placing,compacting, finishing and curing completeincluding screening and washing of stoneaggregate:- (Ratio 1:4:8, having minimumcylindrical compressive strength of 1000 Psi @28 days.)

822 Cft 180.00 147,962 175.00 143,850 207.62 170,664 215.00 176,730 30.00 24,660 205.00 168,510

6 Cement concrete plain including placing,compacting, finishing and curing completeincluding screening and washing of stoneaggregate:- (Ratio 1:3:6, having minimumcylindrical compressive strength of 1500 Psi @28 days).

391 Cft 201.94 78,958 275.00 107,525 228.04 89,164 250.00 97,750 250.00 97,750 230.00 89,930






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7 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and otherstructural members other than those mentionedin above not requiring form work (i.e. horizontalshuttering) complete in all respects:- (Nominalmix 1:1½:3, having minimum compressivestrength cylindrical of 3000 Psi @ 28 days).

869 Cft 309.15 268,651 375.00 325,875 321.69 279,549 370.00 321,530 380.00 330,220 530.00 460,570

8 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in roof slab, beams, columns lintels,girders and other structural members laid in situor precast laid in position, or prestressedmembers cast in situ, complete in all respects:-(nominal mix 1:1½:3, having minimumcompressive cylindrical strength of 3000 PSI @28 days).a) Upto 6m height 1,304 Cft 405.90 529,294 375.00 489,000 361.69 471,644 350.00 456,400 400.00 521,600 530.00 691,120


6,518 Kg 149.00 971,202 150.00 977,700 151.15 985,196 180.00 1,173,240 170.00 1,108,060 183.00 1,192,794

10 Pacca brick work in ground floor cement, sandmortar Ratio 1:6a) Ground Floor 1,372 Cft 196.37 269,420 200.00 274,400 236.90 325,027 560.00 768,320 210.00 288,120 275.00 377,300



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12 Cement plaster 1:4 upto 20' (6.00 m) height:-¾" (20 mm) thicka) Upto 6m height 2,053 Sft 25.58 52,521 30.00 61,590 35.00 71,855 70.00 143,710 80.00 164,240 42.00 86,226

13 Providing and laying damp proof course of 2"thick (50 mm) cement concrete 1:2:4 (usingcement, sand and shingle), including two coatsof bitumen coating and one coat polythene sheet500 gauge.

872 Sft 58.88 51,346 50.00 43,600 55.00 47,960 90.00 78,480 150.00 130,800 100.00 87,200

14 Preparing surface and painting with emulsionpaint or as per drawings & Specifications.a) first coat 1,929 Sft 7.62 14,707 10.00 19,290 10.00 19,290 20.00 38,580 150.00 289,350 19.00 36,651 b) Second coat 1,929 Sft 5.80 11,185 8.00 15,432 10.00 19,290 19.00 36,651 170.00 327,930 17.00 32,793

15 Priming coat of chalk under distemper. 937 Sft 1.56 1,459 5.00 4,685 5.00 4,685 10.00 9,370 200.00 187,400 19.00 17,803

16 Distempering new surface two coats. 937 Sft 5.68 5,317 25.00 23,425 20.00 18,740 16.00 14,992 400.00 374,800 17.00 15,929

17 Providing and applying weather shield paint ofapproved quality on external surface of buildingincluding preparation of surface, application ofprimer complete in all respect: (new surface)a) 1st coat 2,053 Sft 14.58 29,925 25.00 51,325 20.00 41,060 25.00 51,325 350.00 718,550 21.00 43,113 b) 2nd coat 2,053 Sft 7.43 15,252 20.00 41,060 15.00 30,795 20.00 41,060 300.00 615,900 19.00 39,007

18 Preparing surface and painting of doors andwindows any type (including edges):-a) Priming coat. 285 Sft 7.66 2,184 10.00 2,850 10.00 2,850 11.00 3,135 100.00 28,500 17.00 4,845

19 Preparing surface and painting of doors andwindows any type (including edges):-b) 1st coat of paint. 285 Sft 4.12 1,173 20.00 5,700 12.00 3,420 21.00 5,985 100.00 28,500 17.00 4,845 c) 2nd coat of paint. 285 Sft 4.12 1,173 15.00 4,275 15.00 4,275 21.00 5,985 150.00 42,750 9.00 2,565

20 Providing and laying 3" (75 mm) thick topping ofcement concrete 1:2:4, including surfacefinishing and dividing in panels.

246 Sft 68.18 16,773 100.00 24,600 90.00 22,140 80.00 19,680 150.00 36,900 140.00 34,440

12 Preparing surface and painting of doors andwindows any type (including edges) as perdrawings & Specifications:-With Synthathicenamel paint of approved manufacturesa) priming coat. 312 Sft 7.66 2,391 10.00 3,120 5.00 1,560 10.00 3,120 15.00 4,680 17.00 5,304 b) 1st coat of paint. 312 Sft 4.12 1,284 20.00 6,240 12.00 3,744 21.00 6,552 100.00 31,200 17.00 5,304 c) 2nd coat of paint. 312 Sft 4.12 1,284 20.00 6,240 10.00 3,120 20.00 6,240 150.00 46,800 9.00 2,808

21 Providing and laying stone soling 6" in layersunder foundation including packing with spawlsand chips & consolidating.

216 Cft 39.78 8,592 100.00 21,600 60.00 12,960 120.00 25,920 100.00 21,600 80.00 17,280



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23 Providing & laying patterned coloured, glazed /non skid vitrified Ceramic tile of approved size &quality for flooring and in ramps / slopes, ifrequired, with 1:4 cement sand mortar base ofrequired thickness to achieve a minimum overallfinished floor thickness of 2", setting the tileswith neat cement mortar, grouting the joints 1/4"wide with matching grout of approvedmanufacturer, including curing, cleaning,finishing etc. complete in all respect.

a). Ground Floor 109 Sft 157.00 17,113 300.00 32,700 270.00 29,430 350.00 38,150 130.00 14,170 245.00 26,705

24 Providing & laying patterned coloured, glazed /non skid vitrified ceramic tile of approved size &quality for Dado / Wall / skirting, with 1/2" thickbase of 1:4 cement sand mortar base, settingthe tiles with neat cement mortar, grouting thejoints 1/4" wide with matching grout of approvedmanufacturer, including curing, cleaning,finishing etc. complete in all respect.

a). Ground Floor 401 Sft 139.00 55,739 200.00 80,200 170.00 68,170 420.00 168,420 50.00 20,050 220.00 88,220

25 Providing and fixing polished 3/4" thick Granitebest quality Gloss finish of any approved shadeand type, One Piece with 1/4" thick carborendumfill length wise on Tread with 1:4 Cement sandmortar base 1-1/2" thick, washing the tiles withcement slurry of matching color including cutting,chemical polishing etc. in any height at any floor,including the cost of cartage complete in allrespect as per direction of the Engineer.)

34 Sft 796.72 27,088 1,000.00 34,000 800.00 27,200 1,400.00 47,600 165.00 5,610 770.00 26,180

26 Providing and fixing 3/8" thick Granite bestquality Matt / Gloss finish on Riser over 1/2"(13mm) thick base of cement sand mortar 1:3setting of tiles in slurry of grey cement overmortar base including filling the joints andwashing the tiles with grout of matching color,curing, finishing, cleaning and chemicalpolishing etc, in any height in any floor,including the cost of cartage complete in allrespect as per direction and approval of theEngineer.

44 Sft 727.87 32,026 1,000.00 44,000 725.00 31,900 1,000.00 44,000 165.00 7,260 740.00 32,560

27 Providing and fixing Botocina / China Verona(Marble) tiles 12" x 12" of approved shade over3/4'' Thick 1:4 Cement sand mortar base ofrequired thickness to achieve a minimum over allfinished thickness 2'', washing the tiles withmatching colour grout including curing, rubbing,chemical polishing, cutting, grinding, sloppingetc, complete in all respect and as per directionof the Engineer.)

250 Sft 420.48 105,120 500.00 125,000 400.00 100,000 720.00 180,000 180.00 45,000 340.00 85,000



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28 Providing and applying Non-Slip multilayeredEpoxy Floor Coating System in three Layers of100 micron each (Total 300 micron) includingsurface preparation and application of primer into absorbent sub floors.& Wall

137 Sft 87.75 12,022 100.00 13,700 80.00 10,960 60.00 8,220 500.00 68,500 140.00 19,180

Doors29 Providing and fixing Aluminum Louver Doors

width 56mm x 2mm in frame of box section100mm x 50mm x 1.6mm of approved color &shade as directed by the Engineer. the section oflouver includes back supports of vertical andhorizontal strips of approved size whererequired, including all Aluminum fittings with allaccessories cutting holes in columns, beams,slab, masonry etc and making good thedamages to wall etc. complete as required in anyfloor as per the direction of the Engineer.Contractor to make shop drawings for approvalbefore start of work. (Complete in All Respectas Per Specification)

126 Sft 2,588.00 326,088 3,000.00 378,000 2,500.00 315,000 1,250.00 157,500 900.00 113,400 930.00 117,180

30 Providing & fixing Wooden door shutter ofapproved shape & design including the cost ofwooden door frame, locks, handle, door stopper,door beading, hinges. etc complete as perdrawing, specification & direction of theEngineer.a) Wooden Frame Single Shutter One WaySwing Solid Flush Door With oak Ply PolishFinish On Both Side As Approved, WoodenLipping All Around Including Heavy Duty Locks,Minimum 4 Hinges in each side

22 Sft 880.00 19,360 1,000.00 22,000 880.00 19,360 700.00 15,400 1,100.00 24,200 1,000.00 22,000

b) Wooden Frame Single Shutter Solid FlushDoor One Way Swing With oak Ply Polish FinishOn Both Side As Approved, Wooden Lipping AllAround. And Kick Plat In Side 12" High IncludingHeavy Duty Locks, Minimum 4 Hinges

61 Sft 950.00 57,950 1,000.00 61,000 950.00 57,950 750.00 45,750 1,100.00 67,100 1,000.00 61,000

31 Providing and fixing best quality imported wellseasoned deodar wood frames for door,windows, ventilators, making the required pattamfor shutters, Making Pattam, using 6" long Ironholdfast, erecting into final position, including thecost of glue, S.S nails of required size etc.,complete in all respect as per design anddrawing and as per direction of the Engineer.The cost includes cartage, all lead and lift at anyheight in any floor.

8 Cft 7,694.27 61,554 8,000.00 64,000 10,000.00 80,000 5,000.00 40,000 12,000.00 96,000 10,100.00 80,800



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Windows / Ventilators32 Providing & fixing glazed Bronze anodized or

Powder coated Aluminum window / Ventilatorsas per British standard manufactured byapproved manufacturer. (fixing though theirapproved fabricators), of approved modelsection double or single glazed (size as perdrawing) including the cost of aluminium netting,fitting, with all accessories cutting hole etc. andmaking good damages to walls etc. completeincluding all standard hardware imported glass,pvc gasket etc, complete in all respect as perinstruction of the Engineer. Contractor to makedetailed shop drawings for the approval ofconsultant before start of work.a) Aluminium Sliding Single glazed window 6mmGlass with fly proof net on inner side 72 Sft 1,270.58 91,482 1,350.00 97,200 1,200.00 86,400 1,200.00 86,400 900.00 64,800 1,210.00 87,120

b) Aluminium Single glazed openable Ventilatoron Top hang 6mm Glass with fly proof net oninner inside.

4 Sft 1,182.65 4,731 2,000.00 8,000 1,500.00 6,000 1,500.00 6,000 1,100.00 4,400 1,200.00 4,800

33 Providing & fixing heavy duty Aluminum powdercoated windows / ventilators using heavy dutyextruded deluxe powder coated section includingall standard hardware imported glass, pvcgasket etc, complete in all respect as perinstructions of the Engineer. Contractor to makedetailed shop drawings for the approval ofconsultant before start of work. Aluminium fixedLouver.

88 Sft 2,588 227,744 3,000.00 264,000 2,500.00 220,000 3,000.00 264,000 900.00 79,200 1,200.00 105,600

34 Providing and fixing G.I sheet frames /Chowkhats of doors, windows & ventilator using20 gauge G.I sheet including welded hinges andfixing at site with necessary hold fast, filling withcement sand slurry of ratio 1:6 and repairing,cutting on walls / floors & jambs. The cost alsoinclude all carriage, tools and plants used inmaking and fixing.

78 Rft 150 11,700 400.00 31,200 350.00 27,300 350.00 27,300 700.00 54,600 600.00 46,800

35 Providing and fixing M.S. sheet hollow pressedframe of doors, windows, C. windows, etc.(chowkat only) of 20 SWG welded with M.S. flat6"x 1¼" x 1/8" (150 mmx30mmx3mm) M.S.holdfast 9"x1"x1/8" (225mmx25mmx3mm)welded / screwed 4" (100 mm) long iron hinges,including filling chowkat with cement sand mortar1:8 and embedding holdfast in cement concrete1:2:4, complete in all respects:a) single/double rebate

46 Rft 172.75 7,947 200.00 9,200 210.00 9,660 300.00 13,800 700.00 32,200 300.00 13,800



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36 Providing and fixing 1-1/4 inch (32mm) thick bestquality deodar wood planking in shelves oralmirahs with or without deodar wood battens 1"x 1-1/2" (25mm x 38mm) fixed in walls withscrews and rawal plugs etc., as required.

63 Sft 800 50,400 1,000.00 63,000 800.00 50,400 4,250.00 267,750 800.00 50,400 1,000.00 63,000

3,839,483 4,335,926 4,137,972 5,428,609 6,791,840 4,713,840 Total Amount Rs.

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G (iii) b - Plumbing Works - (Operator Room)TOILET FITTINGS & ACCESSORIES

1 Providing, fixing Asian type water closet with lowdown flushing cistern connecting pipe completewith all accessories and fittings waste and traps,CP. flexible pipe, including tee stop cock withcheck nuts, all joints plugging and screwing asnecessary to the structure.

1 No. 10,600 10,600 10,000 10,000 10,600 10,600 21,000 21,000 6,000 6,000 13,400 13,400

2 Providing, fixing wash basin half pedistal with allaccessories such as basin hot/cold mixture, teestop cocks with check nuts, CP. flexible pipe,uPVC waste pipe, CP waste coupling, bracketset, CP bottle trap and silicon sealant, all joint toservice and drain, plugging and screwing asnecessary to the structure etc. Complete in allrespect.

1 No. 12,500 12,500 15,000 15,000 12,500 12,500 34,000 34,000 11,500 11,500 21,400 21,400

4 Providing, fixing, testing & commissioning ofshower set including 1No.Bib cock, showerhead, or complete exposed type mixture setcomplete in all respect alll joint to service anddrain, plugging and sceewing as necessary tothe structure.

1 No. 18,200 18,200 20,000 20,000 18,200 18,200 18,000 18,000 19,000 19,000 16,400 16,400

5 Providing, fixing S.S. Kitchen sink including allaccessories such as hot/cold mixture, wall typewith check nuts, uPVC waste pipe, CP wastecoupling, bracket set, CP. bottle trap and alljoints to service and drains plugging andscrewing as necessary to the structure completein all respect etc.

a) Single bowl single drain 1 No. 12,500 12,500 15,000 15,000 12,500 12,500 20,000 20,000 16,000 16,000 22,000 22,000

6 Providing and fixing bathroom accessories asper approved list of manufacturer including fixingwith Rawal plug of approved quality complete inall respect.

a) Soap Dish 1 Nos. 350 350 500 500 350 350 900 900 450 450 430 430b) Bib cock 1 Nos. 750 750 1,000 1,000 750 750 500 500 500 500 1,600 1,600c) Coat Hook 2 Nos. 350 700 500 1,000 350 700 900 1,800 500 1,000 300 600

M/s. Qavi Engineers


Engineer's Estimate M/s. Sh. Iqbal Akhtar M/s. NLC M/s. DES M/s. Ch. A. Latif



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M/s. Qavi EngineersEngineer's Estimate M/s. Sh. Iqbal Akhtar M/s. NLC M/s. DES M/s. Ch. A. Latif

WATER SUPPLY SYSTEM7 Providing & fixing, jointing, testing of

polypropylene pipe (PN-20) BS 5174 or DIN8077 including specials fittings such as hangingsystem, sockets, tees, elbow, bends, reducers,plugs and union etc. MS.supported walls orburied in walls / floor or suspended from roofslab as per specification & detail drawingincluding color coding complete in all respect.(For cold & hot water)

a) 1/2" dia (Internal Dia) 15 Rft. 180 2,700 3,000 45,000 180 2,700 100 1,500 300 4,500 110 1,650b) 3/4" dia (Internal Dia) 50 Rft. 190 9,500 10,000 500,000 190 9,500 150 7,500 350 17,500 120 6,000c) 1" dia (Internal Dia) 70 Rft. 210 14,700 15,000 1,050,000 210 14,700 200 14,000 470 32,900 170 11,900

8 Providing & fixing, jointing, testing of G.I. pipesaccordance with BS-21 medium quality pipe forexposed water supply piping system show on thedrawing including specials fittings such ashanging system, sockets, tees, elbow, bends,reducers, plugs and union etc. MS supportedwalls or buried in walls / floor or suspended fromroof slab as per specification & detail drawingincluding color coding complete in all respect.

a) 3/4" dia 20 Rft. 90 1,800 150 3,000 90 1,800 120 2,400 300 6,000 240 4,800b) 1" dia 30 Rft. 110 3,300 200 6,000 110 3,300 150 4,500 350 10,500 350 10,500c) 1-1/4" dia 15 Rft. 180 2,700 250 3,750 180 2,700 200 3,000 450 6,750 440 6,600

9 Providing, fixing, testing & commissioning of hotwater gas fired geyser including inlet/ outletconnections, pressure relief valve automatic airvent etc. complete in all respects.

a) 30 gal. Capacity 1 No. 35,000 35,000 40,000 40,000 35,000 35,000 46,000 46,000 50,000 50,000 36,400 36,400

10 Providing and fixing of full way gate / ball valvesof bronze trim up to 3"dia. With threaded endsand cast iron body bronze trim flanged ends for4" dia. and above with all additional materialrequired for a complete installation as describedin the as shown on drawings and as approved bythe Engineer.

a) 1" dia 1 No. 2,350 2,350 2,500 2,500 2,350 2,350 6,500 6,500 2,500 2,500 4,290 4,290b) 1-1/2" dia 1 No. 5,200 5,200 5,000 5,000 5,200 5,200 10,000 10,000 3,500 3,500 7,200 7,200

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

fit type for soil, waste, water & vent pipe asembedded in floor and wall or suspended fromslab or clamped to wall including plugs, specials(bend, tees, Y-tee etc.) Making requisite numberof holes with pvc sleeve pipe class "B" in wallsand floors where required and making good thesame as necessary to the structure labelingtesting to 6.5 Ft. water height complete.

a) 2" dia 12 Rft. 180 2,160 200 2,400 180 2,160 150 1,800 450 5,400 280 3,360b) 3" dia 10 Rft. 380 3,800 400 4,000 380 3,800 400 4,000 560 5,600 340 3,400



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c) 4" dia 8 Rft. 460 3,680 500 4,000 460 3,680 450 3,600 1,300 10,400 600 4,800

13 Providing and fixing uPVC cowl for vent pipe ofthe following dia. including all accessoriescomplete.

a) 3" dia 3 Nos. 350 1,050 400 1,200 350 1,050 250 750 900 2,700 250 750

14 Providing and fixing uPVC floor drain / FloorGully of approved design with S.S. (304) gratingwith polish finish including requisite number ofholes with pvc sleeve pipe in wall plinth or floorfor pipe connection and making good the sameas necessary to the structure complete includinggasket and clamp complete.

a) 3" dia 2 Nos. 5,500 11,000 5,000 10,000 5,500 11,000 800 1,600 850 1,700 2,200 4,400

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

system including excavation prepration ofcompacted make smooth bed & backfilling asper detail drawing complete in all respect.

a) 6" dia 40 Rft. 900 36,000 1,000 40,000 900 36,000 900 36,000 1,800 72,000 850 34,000

17 Construction of manholes rectangular or circularas described, excavation 24" deep to 48" deepwith materials iron steps (in angles 116" centers)6" thick block masonry walls complete with CC,cover removing and backfilling.

a) 24" x 24" size 3 Nos. 15,000 45,000 15,000 45,000 15,000 45,000 6,500 19,500 16,500 49,500 18,750 56,250.

18 Construction & installation of gully trap includingC.I covers, frames, excavation, CC wall internalplaster inlet outlet connection pipe.

a) 10" x 10" size 2 Nos. 4,200 8,400 9,000 18,000 4,200 8,400 5,000 10,000 6,500 13,000 12,800 25,600.

RAIN WATER SYSTEM19 Providing and fixing in position uPVC pipes push

fit type for rain water pipe in wall or suspendedfrom slab or clamped to wall including plugs,specials (bend, tees, Y-tee etc.) Making requisitenumber of holes with pvc sleeve pipe class "B" inwalls and floors where required and makinggood the same as necessary to the structurelabeling testing to 6.5 Ft. water height complete.

a) 4" dia 40 Rft. 460 18,400 500 20,000 460 18,400 400 16,000 1,350 54,000 490 19,600

20 Providing and fixing S.S type rain water gratingof approved design including requisite numberof holes with pvc sleeve pipe in wall plinth forpipe connection and making good the same asnecessary to the structure complete includinggasket and clamp complete.

a) 4" dia 3 Nos. 5,000 15,000 5,000 15,000 5,000 15,000 14,000 42,000 1,150 3,450 1,070 3,210



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FIRE FIGHTING SYSTEM21 Providing and fixing dry chemical powder, fire

extinguisher 6 Kg. Capacity, powder coated inred color, complete with pressure gauge & wallbracketed

2 Nos. 15,000 30,000 20,000 40,000 15,000 30,000 12,000 24,000 15,000 30,000 5,900 11,800

22 Providing and fixing water type fire extinguisher9 liters capacity, powder coated in red color,complete with pressure gauge & wall bracketetc.

2 Nos. 15,000 30,000 20,000 40,000 15,000 30,000 18,000 36,000 16,500 33,000 5,900 11,800

337,340 1,957,350 337,340 386,850 469,350 344,140 Total Amount Rs.

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Sub Head - G (iii) c - Electrical Work - (Operator Room)1 Supply and erection of PVC pipe for wiring

recessed in walls, including inspection boxes,pull boxes, hooks, cutting jharries and repairingsurface, etc. complete with all specials.

a) 20 mm i/d 200 Mtr. 139.80 27,960 150.00 30,000 139.80 27,960 100.00 20,000 70.00 14,000 120.00 24,000b) 25 mm i/d 30 Mtr. 162.00 4,860 200.00 6,000 162.00 4,860 125.00 3,750 80.00 2,400 160.00 4,800


a) 50 mm i/d 30 Mtr. 292.00 8,760 250.00 7,500 292.00 8,760 315.00 9,450 140.00 4,200 410.00 12,300b) 100 mm i/d 50 Mtr. 465.05 23,253 500.00 25,000 465.05 23,253 650.00 32,500 210.00 10,500 1,200.00 60,000


a) 3/0.74 mm (3/0.029") 540 Mtr. 38.85 20,979 50.00 27,000 38.85 20,979 55.00 29,700 25.00 13,500 40.00 21,600b) 7/0.74 mm (7/0.029") 150 Mtr. 52.90 7,935 60.00 9,000 52.90 7,935 80.00 12,000 40.00 6,000 76.00 11,400c) 7/0.91 mm (7/0.036") 10 Mtr. 75.95 760 70.00 700 75.95 760 100.00 1,000 70.00 700 100.00 1,000d) 7/1.12 mm (7/0.044") 40 Mtr. 106.50 4,260 100.00 4,000 106.50 4,260 125.00 5,000 90.00 3,600 140.00 5,600


a) 10 x 10 cm (4"x4") 14 Each 160.95 2,253 150.00 2,100 160.95 2,253 900.00 12,600 500.00 7,000 600.00 8,400b) 17.5 x 10 cm (7"x4") 1 Each 226.35 226 200.00 200 226.35 226 1,300.00 1,300 650.00 650 960.00 960


6 Supply and erection of switches 10/15 Amp:-Recessed type 20 Each 54.45 1,089 50.00 1,000 54.45 1,089 200.00 4,000 1,500.00 30,000 350.00 7,000

7 Supply and erection of 3 pin switch and plugcombined, recessed type

a) 5 Amp 8 Each 71.25 570 70.00 560 71.25 570 650.00 5,200 1,000.00 8,000 1,030.00 8,240b) 10/15 Amp 1 Each 97.00 97 100.00 100 97.00 97 900.00 900 1,500.00 1,500 1,030.00 1,030

8 Supply and erection of 3/8" (10 mm) dia M.S. barfan hook, placed at the time of casting of slab. 2 Each 40.15 80 50.00 100 40.15 80 800.00 1,600 1,000.00 2,000 310.00 620




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9 Bonding to earth with wire on surface, includingcost of wire, clamps, thimbles,etc.:-Copper wire

a) 16 SWG 30 Mtr. 41.90 1,257 50.00 1,500 41.90 1,257 100.00 3,000 1,200.00 36,000 1,950.00 58,500

Copper rod10 Supply and erection of 25 mm (1") dia and one

mettre long lighting conductor copper rod with 5spikes on ball and base, etc complete.

1 Job 2,893.95 2,894 3,000.00 3,000 2,893.95 2,894 1,000.00 1,000 2,500.00 2,500 24,500.00 24,500

Fans14 Copper Fan electric with fan dimmar,box,

blades, canopy and rod including connections,provision of cables and ceiling rose for fan 140cm sweep of approved type, supply and fixing.

2 Each 4,500.00 9,000 5,000.00 10,000 4,500.00 9,000 5,000.00 10,000 3,000.00 6,000 6,400.00 12,800

15 Copper Fan electric AC exhaust 60cm 220/230volts SP complete, supply and fixing. 3 Each 3,000.00 9,000 3,000.00 9,000 3,000.00 9,000 3,500.00 10,500 5,000.00 15,000 4,300.00 12,900


approved type complet with all instalationaccessories supply and fixing.

4 Each 2,300.00 9,200 2,000.00 8,000 30,000.00 120,000 30,000.00 120,000 800.00 3,200 4,500.00 18,000

17 Ceiling mounted 17watts LED light fixtureapproved type complet with all instalationaccessories supply and fixing.

6 Each 1,600.00 9,600 2,000.00 12,000 25,000.00 150,000 4,000.00 24,000 1,500.00 9,000 3,100.00 18,600

18 Bulk head fittings cost iron, without guard toppedwall mounted 14watts LED IP-65 20mm ETaccording to BSS No. 229 of 1957 supply andfixing.

5 Each 1,500.00 7,500 2,000.00 10,000 5,000.00 25,000 3,200.00 16,000 2,000.00 10,000 6,600.00 33,000

Enclosure19 Providing, installing, connecting, testing and


Enclosurea) Incoming

1-15 A TP Mccb 10KA3-Indication lamps

Outgoing1-10 A TP Mcb 7.5KA6-10A SP Mcb-6KA 1 Job. 15,000.00 15,000 20,000.00 20,000 30,888.00 30,888 118,000.00 118,000 55,000.00 55,000 43,500.00 43,500

166,649 186,880 451,237 443,450 242,250 390,250 Total Amount Rs.

Summary TubewellPage 1 of 1



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

G (iv) a Installation of Tube Wells (3 Nos) 25,006,704 21,878,100 16,753,535 18,344,900 24,061,860 14,158,880

G (iv) b Pump Rooms for Tube Well (3 Nos) -Civil Works 8,876,202 8,164,170 9,437,796 10,746,849 17,109,951 11,541,879

G (iv) c Electrical Work of Pump Rooms for Tube Well 1,998,152 2,292,720 2,351,564 2,060,450 4,108,960 3,378,390

35,881,058 32,334,990 28,542,895 31,152,199 45,280,771 29,079,149Total Amount (Rs.)


SUMMARY OF TUBE WELLS & PUMP ROOMS

Comp. - Tubewell (Installation)Page 1 of 3



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G (iv) a - Installation of Tube Wells (3 Nos)1 Electric resistively survey for location of suitable

site of tubewells (2 packages for eachtubewells).

6 Each 15,870.00 95,220 15,000.00 90,000 15,870.00 95,220 103,000.00 618,000 200,000.00 1,200,000 114,000.00 684,000

2 Trial bore 12" dia including all kinds of stratasuch as shingle gravel clay etc for 1 No.tubewell, each 350 ft deep.

1,050 Rft. 1,230.20 1,291,710 1,350.00 1,417,500 1,114.35 1,170,068 600.00 630,000 4,500.00 4,725,000 570.00 598,500

3 Direct rotary/ reverse rotary drilling of bore holefor tube well in all kinds of soil (15"-18" dia).

a) From ground level to 350' below ground level 1,050 Rft. 545.50 572,775 700.00 735,000 494.10 518,805 600.00 630,000 5,000.00 5,250,000 640.00 672,000

4 Providing strong substantially built box ofdeodar wood 4'x2-1/2'x9" with compartmentslock and locking arrangement for preservingsamples of strata from bore hole.

3 Jobs 11,486.20 34,459 10,000.00 30,000 11,486.20 34,459 5,500.00 16,500 26,000.00 78,000 28,600.00 85,800

5 Providing and installing brass strainer in tubewell borehole including sockets specials sockets,studs etc; complete. 10" dia, 6mm (1/4") wallthickness.

180 Rft. 4,592.40 826,632 5,000.00 900,000 4,592.40 826,632 6,000.00 1,080,000 4,000.00 720,000 2,570.00 462,600

6 Providing and installing MS bail plug intubewells borehole (10" dia 5 ft long each). 3 Each 4,539.10 13,617 10,000.00 30,000 11,347.75 34,043 20,000.00 60,000 1,500.00 4,500 14,300.00 42,900

7 Providing and installing MS blind pipe socketwelded joint MS reducer (where necessary) intubewells borehole i/c. jointing welding withstrainer etc. 10" dia 1/4" thick.

855 Rft. 1,959 1,674,945 2,000.00 1,710,000 1,959.00 1,674,945 1,500 1,282,500 3,100 2,650,500 3,000 2,565,000

8 Shrouding with graded pea gravel 3/8" to 1/8"(10-3 mm) around tube well in bore hole. 906 Cft 91.45 82,854 100.00 90,600 91.45 82,854 150.00 135,900 110.00 99,660 430.00 389,580

9 Development washing of Tubewells upto depthwith air compressor complete at each level ofstrainer aquifer taping i/c bail plug for not lessthan 72 hours or till cleaning of water which levelis more to the entire satisfaction of Engineer.

3 P. Jobs 634,800 1,904,400 100,000.00 300,000 634,800.00 1,904,400 5,000 15,000 25,000 75,000 286,000 858,000

M/s. Qavi Engineers





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10 Development and Testing of Tubewells @1.5time of designed discharge and measuring safeyield, spring level drawdown etc. at the designeddischarge and safe yield with submersible pumpcontinuously by pumping for 48 hours i/c cost ofhire charges of submersible pump, generatoretc. and other related T&P i/c P.O.L charges,labour etc. complete in all respect to the entiresatisfaction of Engineer.

3 P. Jobs 76,524 229,572 50,000.00 150,000 55,677.60 167,033 86,000 258,000 100,000 300,000 286,000 858,000

11 Providing fixing in position M.S suspensionclamp (2"x1/2") flat iron with nut & bots in P.C.C(1:2:4) size (4'x4'x3') for 12"dia pipe i/c all cost oflabour and material charges etc; complete.

3 Each 11,109 33,327 10,000.00 30,000 11,109.00 33,327 6,000 18,000 5,000 15,000 100,000 300,000

12 Testing of water samples from laboratory &collection from bore of tube well complete with all charges.

6 Each 5,000 30,000 10,000.00 60,000 5,000.00 30,000 10,000 60,000 20,000 120,000 24,300 145,800

13 Provision made for Electric Tubewells Logginggot done from competent/ expert department/engineer and providing water boring andconversion chart safe yield table, draw downdetection in 4 at tamps, One copy of strata chartwith other data shall be framed and hanging inpump house and one copy framed and hangingat each pumping unit.

3 Each 35,000 105,000 30,000.00 90,000 35,000.00 105,000 500,000 1,500,000 50,000 150,000 114,300 342,900

14 Providing and fixing in position of approvedmanufacturer, deep well turbine for 0.5 cusecdischarge upto 250 ft head coupled completewith control panel, transportation installation withand including all accessories to complete the jobas per the direction of the Engineer. Cost alsoincludes the electronic level controller atunderground reservoir (1.0 MGD) andconnecting the same to the tubewell for itsoperations.

3 Nos. 5,750,000 17,250,000 5,000,000 15,000,000 3,000,000 9,000,000 3,500,000 10,500,000 2,000,000 6,000,000 1,643,000 4,929,000

15 Providing, laying & fixing in trench i/c fitting,jointing & testing etc complete in all respect thehigh density polythlene PE pipes (HDPE-100,SDR-17, PN-10 conforming to ISO-4427, DIN-8074/75 & PS. 3580:1997). (conforming toapproved specification).

a) 160mm (Outer Dia) Pipeline 330 Rft 638 210,540 1,000.00 330,000 920.00 303,600 1,800 594,000 550 181,500 780 257,400b) 225mm (Outer Dia) Pipeline 70 Rft 1,555 108,850 2,000.00 140,000 2,270.00 158,900 3,900 273,000 710 49,700 1,500 105,000c) 315mm (Outer Dia) Pipeline 35 Rft 2,510 87,850 3,000.00 105,000 3,350.00 117,250 7,800 273,000 1,300 45,500 2,800 98,000

16 Providing and fixing double acting cast ironflanged 50mm dia Air Valve (imported) of thefollowing diameter complete with flangedisolating valve of the same diameter i/c nutsbolts, gaskets, & Tee etc. complete as perdrawing, specification and approval of theEngineer.



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(50mm dia) 3 Nos. 29,763 89,289 30,000.00 90,000 35,000.00 105,000 25,000 75,000 12,500 37,500 55,900 167,700

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

a) For 315mm Dia Pipe 1 Nos. 97,008 97,008 250,000.00 250,000 95,000.00 95,000 95,000 95,000 800,000 800,000 201,300 201,300b) For 160mm Dia Pipe (for Tube Well) 3 Nos. 28,796 86,388 50,000.00 150,000 45,000.00 135,000 32,000 96,000 500,000 1,500,000 80,900 242,700

18 Construction of chamber for valves etc. Thedimensions are as under. The work comprises of9" thick B.B masonry walls set in cement mortor1:3, 6" thick bottom slab of RCC 1:2:4 on 4" C.C1:4:8 bed, top slab of chamber will be 6" thickRCC 1:2:4 with and i/c 18"x18" C.I cover withframe, providing 2 layers of bitumen coatingwater proofing membrane on outer surface ofwalls in contact with earth, including excavation,backfilling, disposal of surplus earth todesignated area 3/4" thick cement sand plaster(1:3) on inner and outer surfaces of wall cost ofsteel etc. complete as per drawing & as perdirection of the Engineer.Size 4'x4'x depth (As Per Drawing)a) For Sluice Valve 3 Nos. 60,756 182,268 60,000.00 180,000 54,000.00 162,000 45,000 135,000 20,000 60,000 50,900 152,700

25,006,704 21,878,100 16,753,535 18,344,900 24,061,860 14,158,880 Total Amount Rs.

Comp. - TW-Pump Room (Civil)Page 1 of 4



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G (iv) b - Pump Rooms for Tube Well (3 Nos) -Civil Works1 Excavation in foundation of building, bridges and


5,823 Cft 6.61 38,518 10.00 58,230 10.00 58,230 18.00 104,814 12.00 69,876 13.00 75,699

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

852 Cft 180.00 153,362 200.00 170,400 207.62 176,892 225.00 191,700 350.00 298,200 205.00 174,660

3 Supplying and laying polythene sheet overD.P.C..floors and on roofs, etc. 500 gauge(0.005" thick)ratio also includes overlaps

7,188 Sft 4.00 28,752 10.00 71,880 7.00 50,316 18.00 129,384 60.00 431,280 9.00 64,692

4 Two coat Bitumen coating to plastered orcement concrete surface. Ratio of each coat 20lbs. per 100 Sft. (0.97 Kg per Sq.m).

7,188 Sft 23.81 171,139 15.00 107,820 24.00 172,512 15.00 107,820 60.00 431,280 26.00 186,888

5 Providing and laying 2" thick (50 mm) dampproof course of cement concrete 1:2:4 (usingcement, sand and shingle), including bitumencoating with one coat bitumen and one layer ofpolythene sheet 500gauge.

375 Sft 54.94 20,603 50.00 18,750 55.00 20,625 60.00 22,500 330.00 123,750 105.00 39,375

6 Pacca brick work in foundation and plinth in:-cement, sand mortar Ratio 1:4) 1st class Burntbrick

8,205 Cft 193.04 1,583,889 200.00 1,641,000 236.90 1,943,765 270.00 2,215,350 280.00 2,297,400 280.00 2,297,400

7 Supplying and filling sand under floor; orplugging in wells. 6,192 Cft 19.41 120,181 50.00 309,600 35.06 217,092 60.00 371,520 55.00 340,560 48.00 297,216

M/s. Qavi Engineers





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8 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in roof slab, beams, columns lintels,girders and other structural members laid in situor precast laid in position, or prestressedmembers cast in situ, complete in all respects:-(nominal mix 1:2:4, having minimum cylindricalstrength 3000 PSI @ 28 days).

a) Upto 6m height 2,373 Cft 374.00 887,502 300.00 711,900 328.84 780,337 370.00 878,010 590.00 1,400,070 450.00 1,067,850


31,800 Kg 149.00 4,738,295 120.00 3,816,000 151.15 4,806,570 150.00 4,770,000 180.00 5,724,000 183.00 5,819,400


11 Cement plaster 1:4 upto 20' (6.00 m) height:-¾" (20 mm) thicka) Upto 6m height 4,236 Sft 25.58 108,367 30.00 127,080 35.00 148,260 36.00 152,496 90.00 381,240 39.00 165,204

12 Priming coat of chalk under distemper. 9,957 Sft 1.56 15,508 10.00 99,570 5.00 49,785 21.00 209,097 70.00 696,990 19.00 189,183

13 Two Coats of Distempering new surface as perthe drawings, specification & directed by theEngineer Incharge.

9,957 Sft 9.80 97,594 10.00 99,570 5.00 49,785 30.00 298,710 110.00 1,095,270 17.00 169,269

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

300 Sft 1,088.30 326,490 1,000.00 300,000 944.00 283,200 900.00 270,000 4,000.00 1,200,000 570.00 171,000



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15 Providing and fixing steel windows using M.S.sheet (16 SWG) molded tubular pipe 1½"x1½"(40x40mm) for frame and 1¼"x1¼" (30x30mm)for leaves including M.S. square bars ¼"x¼"(6x6 mm) welded around each panel of frame, 6mm thick glass panes fixed with double M.S.square tubular pipe 3/8"x3/8" (10x10mm) (22SWG) beading with U' shaped rubber lining,brass fitting, holdfast, including painting threecoats complete in all respects.a) For openable panels fixed with wire gauze 24SWG, 12x12 mesh and glass panes ¼" (6 mm)thick.

342 Sft 345.20 118,058 300.00 102,600 345.00 117,990 450.00 153,900 1,020.00 348,840 570.00 194,940

16 Providing and fixing M.S. flat ½"x1/8" (13mm x3mm) grill including ¾" x 1/8" (20 mmx3 mm)M.S. flat frame, in windows of approved design,including painting three coats, complete in allrespects.

342 Sft 228.95 78,301 200.00 68,400 230.00 78,660 450.00 153,900 1,300.00 444,600 130.00 44,460

17 Preparing surface and painting of doors andwindows any type (including edges):-a) priming coat. 651 Sft 7.66 4,989 10.00 6,510 5.00 3,255 21.00 13,671 110.00 71,610 17.00 11,067 b) 1st coat of paint. 651 Sft 4.12 2,679 10.00 6,510 8.00 5,208 35.00 22,785 130.00 84,630 17.00 11,067 c) 2nd coat of paint. 651 Sft 4.12 2,679 10.00 6,510 8.00 5,208 35.00 22,785 145.00 94,395 9.00 5,859

18 Providing and laying topping of cement concrete1:2:4, including surface finishing and dividing inpanels:- 1½"(40 mm) thick

513 Sft 39.98 20,511 50.00 25,650 51.00 26,163 40.00 20,520 350.00 179,550 77.00 39,501

19 Providing and fixing marble strip of any shade fordividing the mosaic flooring into panels Size 1½"x 3/8" (40 x 10 mm)

216 Rft 6.60 1,426 10.00 2,160 6.00 1,296 11.00 2,376 60.00 12,960 15.00 3,240

20 Single layer of tiles 9"x4½"x1½" (225x113x40mm) laid over 4"(100 mm) earth and 1" (25 mm)mud plaster without Bhoosa, grouted withcement sand mortar ratio 1:3 on top of RCC roofslab, provided with 34 lbs. per %Sft. or 1.72Kg/Sq.m bitumen coating sand blinded.

780 Sft 68.55 53,465 75.00 58,500 70.00 54,600 95.00 74,100 410.00 319,800 95.00 74,100

21 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) 6 Each 507.50 3,045 500.00 3,000 490.00 2,940 700.00 4,200 6,000.00 36,000 1,070.00 6,420

22 Bottom Khuras of brick masonry in cementmortar 1:6, 4'x2'x4½" (1200x600x113 mm) over3" (75 mm) cement concrete 1:4:8.

6 Each 876.80 5,261 800.00 4,800 841.00 5,046 3,900.00 23,400 10,500.00 63,000 1,140.00 6,840

23 Brick on edge flooring, laid in 1:6 cement mortar,over a bed of ¾" (20 mm) thick cement mortar1:6.

1,227 Sft 82.08 100,709 100.00 122,700 78.00 95,706 200.00 245,400 140.00 171,780 90.00 110,430

24 Providing and laying stone soling, 150mm thickunder floor including packing with spawls, chips,consolidating etc. complete (in foundation underlean concrete).

648 Cft 39.78 25,777 50.00 32,400 100.00 64,800 115.00 74,520 450.00 291,600 80.00 51,840



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25 Providing and Fixing uPVC Rain Water DownPipe 4' long 100mm dia with shoe Tee BendClamp etc.

84 Rft 718.20 60,329 250.00 21,000 230.00 19,320 435.00 36,540 1,200.00 100,800 490.00 41,160

8,876,202 8,164,170 9,437,796 10,746,849 17,109,951 11,541,879 Total Amount Rs.

Comp. - TW-Pump Room (Elec.)Page 1 of 3



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G (iv) c - Electrical Work of Pump Rooms for Tube Well1 Supply and erection of PVC pipe for wiring

recessed in walls, including inspection boxes,pull boxes, hooks, cutting jharries and repairingsurface, etc. complete with all specials.

a) 20 mm i/d 150 Mtr. 139.80 20,970 150.00 22,500 139.80 20,970 100.00 15,000 70.00 10,500 120.00 18,000b) 25 mm i/d 30 Mtr. 162.00 4,860 200.00 6,000 162.00 4,860 125.00 3,750 80.00 2,400 160.00 4,800


a) 50 mm i/d 80 Mtr. 292.00 23,360 250.00 20,000 292.00 23,360 315.00 25,200 140.00 11,200 410.00 32,800b) 100 mm i/d 300 Mtr. 465.05 139,515 400.00 120,000 465.05 139,515 600.00 180,000 300.00 90,000 1,200.00 360,000


a) 3/0.74 mm (3/0.029") 380 Mtr. 38.85 14,763 50.00 19,000 38.85 14,763 50.00 19,000 30.00 11,400 40.00 15,200b) 7/0.74 mm (7/0.029") 150 Mtr. 52.90 7,935 50.00 7,500 52.90 7,935 75.00 11,250 50.00 7,500 76.00 11,400c) 7/0.91 mm (7/0.036") 30 Mtr. 75.95 2,279 100.00 3,000 75.95 2,279 90.00 2,700 70.00 2,100 100.00 3,000

4 Supply and erection of single core PVCinsulated, PVC sheathed copper conductor,660/110 volts grade cable, in prelaid G.I. pipe /M.S. conduit / PVC pipe/G.I. wire/ trenches, etc(rate for cable only):-

a) 7/1.63 mm (7/0.064") 50 Mtr. 256.35 12,818 250.00 12,500 256.35 12,818 250.00 12,500 1,500.00 75,000 380.00 19,000

5 Supply and erection of copper conductor cablesfor service connection, in prelaid pipe/ G.I.wire/trenches, etc. (rate for cable only):- PVCinsulated, PVC sheathed 4 core, 660/1100 voltgrade cable armoured with 16 SWG. cable:-

a) 19/1.63 mm (19/0.064") 50 Mtr. 2,462.30 123,115 3,000.00 150,000 2,462.30 123,115 2,200.00 110,000 1,500.00 75,000 3,400.00 170,000b) 19/1.83 mm (19/0.072") 415 Mtr. 3,330.40 1,382,116 4,000.00 1,660,000 3,330.40 1,382,116 3,000.00 1,245,000 1,500.00 622,500 4,470.00 1,855,050


a) 10 x 10 cm (4"x4") 18 Each 160.95 2,897 200.00 3,600 160.95 2,897 775.00 13,950 400.00 7,200 600.00 10,800b) 17.5 x 10 cm (7"x4") 3 Each 226.35 679 250.00 750 226.35 679 1,150.00 3,450 400.00 1,200 960.00 2,880

M/s. Qavi Engineers





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8 Supply and erection of switches 10/15 Amp:-Recessed type 18 Each 54.45 980 50.00 900 54.45 980 200.00 3,600 350.00 6,300 350.00 6,300

8 Supply and erection of 3 pin switch and plugcombined, recessed type.

a) 5 Amp 6 Each 71.25 428 100.00 600 71.25 428 500.00 3,000 380.00 2,280 1,030.00 6,180b) 10/15 Amp 6 Each 97.00 582 120.00 720 97.00 582 700.00 4,200 480.00 2,880 1,030.00 6,180

9 Bonding to earth with wire on surface, includingcost of wire, clamps, thimbles,etc.:-Copper wire

a) 16 SWG 30 Mtr. 41.90 1,257 50.00 1,500 41.90 1,257 90.00 2,700 1,000.00 30,000 1,950.00 58,500

10 Supply and erection of 25 mm (1") dia and onemettre long lighting conductor copper rod with 5spikes on ball and base, etc complete. 3 Job 2,893.95 8,682 3,000.00 9,000 2,893.95 8,682 8,500.00 25,500 8,000.00 24,000 24,500.00 73,500

11 Copper Fan electric AC exhaust 60cm 220/230volts SP complete, supply and fixing. 3 Each 3,000.00 9,000 3,000.00 9,000 3,000.00 9,000 5,000.00 15,000 10,000.00 30,000 4,300.00 12,900


approved type complet with all instalationaccessories supply and fixing. 6 Each 2,300.00 13,800 3,000.00 18,000 30,000.00 180,000 2,500.00 15,000 6,000.00 36,000 4,500.00 27,000

13 Bulk head fittings cost iron, without guard toppedwall mounted 14watts LED IP-65 20mm ETaccording to BSS No. 229 of 1957 supply andfixing. 12 Each 1,500.00 18,000 2,000.00 24,000 5,000.00 60,000 1,500.00 18,000 5,000.00 60,000 6,600.00 79,200

Distribution board14 Providing, installing, connecting, testing and


Distribution boarda) Incoming

1-125 A TP Mccb 13KA3-Indication lamps1-Voltmeter scaled-0-500 V1-Volt selector switch1-Ammeter scaled-0-100A1-Amps selector switch3-curent transfer scaled-5-100A

Outgoing1-100 A TP Mccb 10KA (for DB-P)1-100 A DOL Starter (for DB-P)1-15 A TP Mcb 7.5KA 3-10A SP Mcb-6KA 3 Job. 70,000.00 210,000 68,000.00 204,000 118,404.00 355,212 110,000.00 330,000 1,000,000 3,000,000 201,400.00 604,200



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1,998,152 2,292,720 2,351,564 2,060,450 4,108,960 3,378,390 Total Amount Rs.

Comp. - OHWTPage 1 of 6



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G (v) - Over Head Tank (1 Lac Gallons)1 Confirmatory boring (NX Size) 80 Rft 1,363.53 109,082 1,500.00 120,000 1,363.53 109,082 1,000.00 80,000 950.00 76,000 2,300.00 184,000

2 Cast in place piles upto 1.00 M dia in normal soil(Boring Only) 800 Rft 1,712.44 1,369,952 1,500.00 1,200,000 1,712.44 1,369,952 700.00 560,000 6,000.00 4,800,000 2,300.00 1,840,000

3 Pile load test upto 550 TON 1 Each 1,007,092.45 1,007,092 500,000.00 500,000 1,007,092 1,007,092 700,000 700,000 2,500,000 2,500,000 1,029,000 1,029,000

4 Earthwork excavation as shown in drawingsincluding shuttering and timbering, dressing tocorrect section and dimensions according totemplates and levels, and removing surfacewater, in all types of soil except shingle, graveland rock:-0 ft. to 7.0 ft. (0 to 2.10 m) depth 4,599 Cft 5.49 25,260 5.00 22,995 8.00 36,792 18.00 82,782 32.00 147,168 13.00 59,787 7.1 ft. to 15 ft. (2.10 to 4.5 m) depth 180 Cft 9.23 1,662 10.00 1,800 10.00 1,800 22.00 3,960 48.00 8,640 22.00 3,960

5 Earthwork excavation below sub-soil water levelto correct section and dimensions according todrawings, templates and levels, includingshoring, timbering and shuttering of M.S. sheetson both sides of the trenches, back filling withwatering and ramming earth under floors withsurplus earth from foundation, etc. (Cost ofdewatering deem to be included in this rate)i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth below SSWL 361 Cft 15.12 5,457 10.00 3,610 10.00 3,610 39.00 14,079 42.00 15,162 16.00 5,776 ii) 4.01 ft. to 8.0 ft. (1.22 to 2.4 m) depth belowSSWL. 1,353 Cft 17.62 23,837 15.00 20,295 15.00 20,295 18.00 24,354 55.00 74,415 30.00 40,590

iii) Exceeding 8 ft. (2.4 m) depth below SSWL 721 Cft 22.28 16,067 35.00 25,235 35.00 25,235 39.00 28,119 70.00 50,470 42.00 30,282

6 Back filling, watering and ramming earth underfloors with surplus earth from foundation, etc. 3,607 Cft 3.17 11,437 3.00 10,821 3.17 11,434 10.00 36,070 10.00 36,070 7.00 25,249

7 Cement concrete plain including placing,compacting, finishing and curing completeincluding screening and washing of stoneaggregate:- (Ratio 1:4:8, Minimum cylinderstrength 1000 PSI @ 28 days).

620 Cft 180.00 111,601 200.00 124,000 207.62 128,724 225.00 139,500 330.00 204,600 205.00 127,100

8 Supplying and laying polythene sheet overD.P.C. floors and on roofs, etc. 500 gauge(0.005" thick) ratio also includes overlaps

2,786 Sft 4.00 11,144 9.50 26,467 9.50 26,467 18.00 50,148 70.00 195,020 9.00 25,074

9 Two coat Bitumen coating to plastered orcement concrete surface:- 20 lbs. per 100 Sft.(0.97 Kg per Sq.m)

2,786 Sft 23.81 66,332 20.00 55,720 21.90 61,013 15.00 41,790 110.00 306,460 26.00 72,436






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10 Cement concrete plain including placing,compacting, finishing and curing completeincluding screening and washing of stoneaggregate:- (Ratio 1:3:6, having minimumcylindrical compressive strength of 1500 Psi @28 days).

721 Cft 201.94 145,597 200.00 144,200 228.04 164,417 235.00 169,435 380.00 273,980 227.00 163,667

11 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in slab of rafts / strip foundation, baseslab of column and retaining walls; etc and otherstructural members other than those mentionedin above not requiring form work (i.e. horizontalshuttering) complete in all respects:- (nominalmix 1:1:2, Minimum compressive cylindricalstrength of 4000 PSI @ 28 days).

9,283 Cft 373.45 3,466,736 350.00 3,249,050 432.58 4,015,640 380.00 3,527,540 725.00 6,730,175 390.00 3,620,370

12 Providing and laying reinforced cement concrete(including prestressed concrete), using coarsesand and screened graded and washedaggregate, in required shape and design,including forms, moulds, shuttering, lifting,compacting, curing, rendering and finishingexposed surface, complete (but excluding thecost of steel reinforcement, its fabrication andplacing in position, etc.):- Reinforced cementconcrete in roof slab, beams, columns lintels,girders and other structural members laid in situor precast laid in position, or prestressedmembers cast in situ, complete in all respects:-(nominal mix 1:1:2, having minimumcompressive cylindrical strength of 4000 PSI @28 days).a) Upto 6m height 1,453 Cft 465.30 676,081 400.00 581,200 472.58 686,659 400.00 581,200 725.00 1,053,425 740.00 1,075,220 b) From 6 m upto 12 m height 1,453 Cft 490.35 712,476 400.00 581,200 496.08 720,804 450.00 653,850 1,040.00 1,511,120 740.00 1,075,220 c) From 12 m upto 15 m height 726 Cft 506.00 367,359 400.00 290,400 519.58 377,215 475.00 344,850 1,365.00 990,990 740.00 537,240 d) From 15 m upto 18 m height 748 Cft 521.66 390,201 400.00 299,200 543.08 406,224 485.00 362,780 1,550.00 1,159,400 740.00 553,520 e) From 18 m upto 21 m height 1,310 Cft 537.31 703,881 400.00 524,000 566.58 742,220 500.00 655,000 1,800.00 2,358,000 740.00 969,400 e) From 21 m upto 24 m height 3,569 Cft 552.97 1,973,545 400.00 1,427,600 590.08 2,105,996 525.00 1,873,725 2,138.00 7,630,522 740.00 2,641,060 e) From 24 m upto 27 m height 2,208 Cft 568.62 1,255,521 500.00 1,104,000 613.58 1,354,785 550.00 1,214,400 3,200.00 7,065,600 740.00 1,633,920



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13 Fabrication of Deformed bars (Grade-60) steelreinforcement for cement concrete, includingcutting, bending, laying in position, making jointsand fastenings, including cost of binding wireand labour charges for binding of steelreinforcement (also includes removal of rustfrom bars).

82,999 Kg 149.00 12,367,100 100.00 8,299,900 151.15 12,545,299 150.00 12,449,850 180.00 14,939,820 191.00 15,852,809

14 Providing embeding 10" (250 mm) wide ¼" (6mm) thick rubber water stopper inexpansion/construction joints of R.C.C. roof slabcomplete in all respects.

446 Rft. 70.30 31,354 100.00 44,600 97.50 43,485 75.00 33,450 100.00 44,600 480.00 214,080

15 Providing and fixing all types of glazedaluminium windows of anodized champagnecolour partly fixed and party sliding using deluxesection 2 mm thick of approvd manufacturerhaving Frame of size 100mmx30mm usingframe at bottom, at top and side leaf leaf framesections of 60mmx23mm at top & bottom andsize 45mmx25mm at center and size45mmx25mm at sides, Jali leaf frame size43mmx13mm i/c fine quality aluminum jali, 5mmthick imported tinted glass with rubber gasketusing approved standard latches, wheel,stopper, brush chennel angle joint and hardwareetc. complete in all respect.

130 Sft. 761.80 99,034 1,000.00 130,000 761.80 99,034 900.00 117,000 1,500.00 195,000 1,200.00 156,000

16 Preparing surface and painting two coats ofemulsion paint or as per drawings &Specifications.

3,188 Sft 13.42 42,791 10.00 31,880 13.41 42,751 28.00 89,264 80.00 255,040 36.00 114,768

17 Providing and applying Three coats of weathershield paint of approved quality on externalsurface of building including preparation ofsurface, application of primer complete in allrespect.

9,120 Sft 29.43 268,438 30.00 273,600 29.41 268,219 35.00 319,200 140.00 1,276,800 40.00 364,800

18 Geo Technical Report 1 Job 500,000 500,000 100,000.00 100,000 1,000,000 1,000,000 28,200.00 28,200 100,000.00 100,000 85,700.00 85,700

19 Add extra for providing and mixing pudlo orother similar approved water proofing materialadded to cement @ 5% by weight of cement.

3,968 Kg 136.25 540,640 125.00 496,000 125.00 496,000 150.00 595,200 200.00 793,600 120.00 476,160

20 Supply & fix, Galvanized M.S Cover & frame750mm x 750mm x 3/8" rectangular with 2" x 2"x 1/4" Angle iron frame fixed in (Roof Opening)i/c painting with anticorrosive paint, a coat of redzinc paint complete as per drawings direction ofthe Engineer.

55 Kg 172.00 9,460 200.00 11,000 240.00 13,200 210.00 11,550 350.00 19,250 250.00 13,750



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21 Supply and fix galvanized guard bars, grills,railing, ladders brackets, hooks hold fasts andframes of required section as shown in thedrawings etc, cut to dead length, reduced tosize, shape, figure etc., including punching /drilling holes if necessary and fixing, assemblingby welding or with the use of bolts, nuts, rivetswashers et., and erection / fixing in positionincluding making good the disturbed surface.

385 Kgs 172.00 66,220 200.00 77,000 240.00 92,400 235.00 90,475 380.00 146,300 250.00 96,250

22 Providing and fixing stair railing comprisinggalvanized pipe horizontal rail 38mm dia on top,centre, bottom and vertical post at eachalternate step as shown on drawings anddirected by the Engineer. (Contractor to submitshop drawing to Engineer for approval beforeexecution.)

299 Rft 914.65 273,480 2,500.00 747,500 2,200.00 657,800 1,500.00 448,500 1,800.00 538,200 570.00 170,430

23 Providing and fixing best quality golden teakwood built in frame (chowkat) with 1/2 inch(13mm) thick golden teak wood beading asstopper for doors complete all as per drawingand direction of the Engineer.

2 Cft. 6,492.00 12,984 10,000.00 20,000 3,500.00 7,000 2,500.00 5,000 62,000.00 124,000 7,100.00 14,200

24 Providing & fixing 1-3/4" thick flush / Glazeddoor with teak veneered (Both side) Formicapressed including complete oxide iron mongoryi/c door lipping hinges, handles & door stopper,etc. as per drawings and instructions of theEngineer. Contractor to make detailed shopdwgs for the approval of consultant before startof work. (cost of chowket to be paid separately)

a) Wooden single shutter flush door. 19 Sft. 1,247.10 23,695 500.00 9,500 350.00 6,650 1,200.00 22,800 1,500.00 28,500 1,000.00 19,000

25 Applying French or spirit polishing, two coat ofapproved make on wood work at any height inany floor.

42 Sft. 28.06 1,179 50.00 2,100 20.00 840 45.00 1,890 850.00 35,700 110.00 4,620

26 Supplying, hoisting and fixing in position of SteelWire Rope Cable with brass Pulleys as per thesection shown in the drawings includingembossed words aluminum scale level indicator,G.I Pipe, L frames, Stands, shafts, jointing,drillings, nuts, bolts, and copper float assemblycomplete in all respect as per drawing designand as per direction of the Engineer.

1 Job. 165,000.00 165,000 60,000.00 60,000 50,000.00 50,000 63,500.00 63,500 75,000.00 75,000 36,000.00 36,000

27 Supplying and fixing of C.I Sluice valve(imported) PN-16 rating with flanged ends drilledand having all cast iron components as per B.SStandards 5163, solid forged bronze insidescrew spindle. Spindle nut valve and seat facesof hard wear resisting, manufactured fromgunmetal, painted black all over with asphaltbase paint, i/c jointing & fitting etc. complete inall respect and as per direction of the Engineer.



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a) 150 mm Dia 1 No. 28,796.00 28,796 30,000.00 30,000 28,524.00 28,524 32,000.00 32,000 12,000.00 12,000 81,700.00 81,700 b) 200 mm Dia 1 No. 51,480.00 51,480 55,000.00 55,000 53,872.00 53,872 42,000.00 42,000 21,000.00 21,000 121,800.00 121,800 c) 300 mm Dia 1 No. 97,008.00 97,008 105,000.00 105,000 99,638.00 99,638 90,000.00 90,000 42,000.00 42,000 202,000.00 202,000 d) Non return valve 300 mm Dia 1 No. 60,500.00 60,500 125,000.00 125,000 120,000.00 120,000 45,000.00 45,000 46,000.00 46,000 580,600.00 580,600 e) Altitude valve 200 mm Dia 1 No. 88,000.00 88,000 400,000.00 400,000 445,000.00 445,000 45,000.00 45,000 58,000.00 58,000 930,000.00 930,000

28 Providing & fixing M.S pipe made out of M.Ssheet 7.9 mm thick conforming to API 5L gradeX-42 helical seam submerged arc weldedcarbon steel pipe with externally coated of 3-layer polyethylene and epoxy coated internallyconforming to B.S specification includingclamps, nuts, bolts, jointing, testing and all othernecessary accessories required for fixing etccomplete in all respect and as per direction ofthe Engineer.

a) M.S Pipe 150 mm dia. 34 Rft 3,436.00 116,824 3,000.00 102,000 3,146.00 106,964 3,600.00 122,400 4,500.00 153,000 4,000.00 136,000 b) M.S Pipe 200 mm dia. 316 Rft 4,362.00 1,378,392 4,000.00 1,264,000 4,162.44 1,315,331 4,200.00 1,327,200 6,700.00 2,117,200 6,100.00 1,927,600 c) M.S Pipe 300 mm dia. 101 Rft 5,937.00 599,637 5,000.00 505,000 6,194.44 625,638 9,300.00 939,300 11,500.00 1,161,500 9,200.00 929,200

29 Providing & laying M.S fittings made out of M.Ssheet 7.9 mm thick conforming to API 5L gradeX-42 helical seam submerged arc weldedcarbon steel pipe with internally & externallyepoxy coated conforming to B.S specificationincluding nuts, bolt, packing, jointing, testing etccomplete in all respect and as per direction ofthe Engineer.

a) 200mm Dia. Elbow 90o 14 No. 20,525.00 287,350 11,000.00 154,000 11,748.00 164,472 7,000.00 98,000 10,000.00 140,000 8,800.00 123,200 b) 300mm Dia. Elbow 90o 3 No. 29,788.00 89,364 22,000.00 66,000 24,128.00 72,384 22,000.00 66,000 12,000.00 36,000 24,300.00 72,900 c) 300mm Dia. Equal Tee 1 No. 27,610.00 27,610 33,000.00 33,000 27,610.00 27,610 25,000.00 25,000 18,000.00 18,000 30,700.00 30,700 d) 300mm x 300mm x 300mm Dia. Y Tee 1 No. 27,804.00 27,804 30,000.00 30,000 27,804.00 27,804 25,000.00 25,000 25,000.00 25,000 30,700.00 30,700 e) Bell mouth 150mm Dia 1 No. 6,914.00 6,914 8,000.00 8,000 6,914.00 6,914 10,000.00 10,000 10,000.00 10,000 7,900.00 7,900 g) M.S Flanges 200mm Dia. 91 No. 3,398.00 309,218 3,500.00 318,500 3,398.00 309,218 3,200.00 291,200 20,000.00 1,820,000 9,800.00 891,800 h) M.S Flanges 300mm Dia. 12 No. 5,365.00 64,380 5,500.00 66,000 5,365.00 64,380 5,000.00 60,000 30,000.00 360,000 19,300.00 231,600 i) M.S Flanges Reducer 200mm x 150mm Dia. 1 No. 4,029.00 4,029 4,000.00 4,000 4,029.00 4,029 6,000.00 6,000 28,000.00 28,000 5,200.00 5,200

30 Providing and fixing CI Goose Neck Vent 4" Dia.with aluminum grating as per drawings designsuitable for fixing in the roof of over head tankweighing 40 Kg each. Complete in all respect asper drawing design and approval of theEngineer

2 No. 6,494.00 12,988 6,000.00 12,000 5,500.00 11,000 20,000.00 40,000 42,000.00 84,000 16,300.00 32,600

31 Connection of OH Tank outlet pipe with theinternal water supply network of the campsite. 1 Job. 50,000.00 50,000 65,000.00 65,000 50,000.00 50,000 40,000.00 40,000 200,000 200,000 1,300.00 1,300

32 Connection of OH Tank inlet pipe with the watersupply source of the campsite. 1 Job. 50,000.00 50,000 60,000.00 60,000 50,000.00 50,000 45,000.00 45,000 200,000 200,000 1,300.00 1,300

33 Providing and fixing C.I Flanged 150mm dia floatvalve (Imported) along with all accessoriesrequired & as per specifications & direction ofthe Engineer.

1 No. 115,000.00 115,000 100,000.00 100,000 115,000.00 115,000 - 25,000.00 25,000 235,400 235,400



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34 Construction of chamber. The dimensions areas under. The work comprises of 9" thick B.Bmasonry walls set in cement mortor 1:3, 6" thickbottom slab of RCC 1:2:4 on 4" C.C 1:4:8 bed,top slab of chamber will be 6" thick RCC 1:2:4with and i/c 18"x18" C.I cover with frame,providing 2 layers of bitumen coating waterproofing membrane on outer surface of walls incontact with earth, including excavation,backfilling, disposal of surplus earth todesignated area 3/4" thick cement sand plaster(1:3) on inner and outer surfaces of wall cost ofsteel etc. complete as per drawing & as perdirection of the Engineer.Size 4'x4'x depth (As Per Drawing) 3 Nos. 60,756.00 182,268 80,000.00 240,000 84,000.00 252,000 45,000.00 135,000 250,000 750,000 50,900.00 152,700

35 Providing and applying Non-Slip multilayeredEpoxy Floor Coating System in three Layers of100 micron each (Total 300 micron) includingsurface preparation and application of primerinto absorbent sub floors & Wall.

3,840 Sft 87.75 336,960 300.00 1,152,000 250.00 960,000 60.00 230,400 1,500.00 5,760,000 140.00 537,600

36 Providing and fixing in position uPVC pipes pushfit type for soil, waste, water & vent pipe asembedded in floor and wall or suspended fromslab or clamped to wall including plugs, specials(bend, tees, Y-tee etc.) Making requisite numberof holes with pvc sleeve pipe class "B" in wallsand floors where required and making good thesame as necessary to the structure labelingtesting to 6.5 Ft. water height complete.

6 Rft 190.00 1,140 250.00 1,500 190.00 1,140 650.00 3,900 2,200.00 13,200 1,070.00 6,420

37 Supplying & fixing in position anodizedAluminum 600mm wide ladder for OHWTinternal bowl complete with all necessaryaccessories as per the drawings andspecification and as per direction of theEngineer.

1 Job 45,000.00 45,000 50,000.00 50,000 45,000.00 45,000 48,000.00 48,000 300,000 300,000 3,100.00 3,100

38 Providing and applying acrylic reinforcedcementitious flexible water proof coating asapproved by the Engineer.

3,464 Sft 72.14 249,893 100.00 346,400 75.00 259,800 30.00 103,920 1,200.00 4,156,800 230.00 796,720

31,132,250 25,907,273 33,913,851 29,289,781 73,295,727 41,401,478 Total Amount Rs.

Comp. - External Elect WorksPage 1 of 5



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G (vi) - External Electrical Work

Street Light Pole1 Providing and erecting as approved type steel

tubular octagonal/ Conical decorative, CountryOrigin & shipped imported 10meter long hot dipgalvanized electric pole, complete witharm,cover base plate and as per followingspecification.• Wall thickness 5 mm• Diameters 60mm top dia /180 mm bottom dia iner.• Arm -Decorative as approved .• Stiffeners 04 nos.• Base plate 400X400X19mm thick• Inspection window 110/450 mm• Nos. of holes 4 Nos.

a) Single arm Pole 10 Each 70,000 700,000 50,000 500,000 66,500 665,000 70,000 700,000 90,000 900,000 225,000 2,250,000

TERMINAL BOX2 Providing, fixing and connecting of termination

box IP44 protection fitting with a L/N+E circuitinclude 10Amp SP MCB,TPN+E connectorinsulator as approved (as standard) The box isfitted with a front adjustable hook with lock. Thesupply cable in the bottom of the box arefastened by means of collar. 10 Each 8,500 85,000 10,000 100,000 8,075 80,750 11,000 110,000 22,000 220,000 6,900 69,000

Pvc Pipe3 uPvc conduit 50 mm dia complete with all bends,

tees, boxes, saddles etc for concealed wiringComplete with excavation and back filling,supply and fixing. 20 Mtr 400 8,000 500 10,000 380 7,600 400 8,000 240 4,800 760 15,200

3.1 uPvc conduit 100 mm dia complete with allbends, tees, boxes, saddles etc for concealedwiring, Complete with excavation and back fillingsupply and fixing. 20 Mtr 600 12,000 1,000 20,000 570 11,400 750 15,000 570 11,400 2,660 53,200

3.2 uPvc conduit 150 mm dia complete with allbends, tees, boxes, saddles etc for concealedwiring, Complete with excavation and back fillingsupply and fixing. 30 Mtr 800 24,000 1,000 30,000 760 22,800 1,500 45,000 840 25,200 5,650 169,500



ELECTRIFICATION WORKS



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RCC Foundation for road lighting pole4 Construction of RCC foundation for road lights

pole as per following specification or asapproved:-

Excavation of soft/hard soil size 900x 900 x1500mmRCC 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. 10 Each 35,000 350,000 25,000 250,000 35,000 350,000 60,000 600,000 45,000 450,000 16,070 160,700

LED Road light5 Providing, fixing and connecting at electric pole

of LED Light (IP--65) LED equipped with adjustin light output. Specification must meet orexceed the following Luminaire Electronic protect degree : 0° - 5° - 10° - 15° Class : II Totalprotection degree : IP 65 Working Temperature -35-65 degree C,Humidity: 10 % - 90%.Reference Standards:EN 60598-1,EN 60598-2-1, EN 60598-2-3,EN 55015,EN 61547,EN 61000-3-2,EN Rated Voltage : - 240V Frequency :50/60 Hz Expected Life - Time : ≥ 50000 hrFixing System : Post-top or Frame Body: Highpressure die-casting aluminum, spirit :Tempered Flat Glass, Optical unit : HighEfficiency technology of light distributionperformance, Cable Clamp : (Country Origin &shipped imported approved type)

a) 70 Watts LED Light 10 Each 55,000 550,000 50,000 500,000 68,400 684,000 45,000 450,000 75,000 750,000 53,000 530,000

b) Bollard LED Light.Providing, fixing and connecting of electricBollard with 23watts LED Light (IP--65) LEDequipped .Specification must meet or exceed thefollowing Luminaire Electronic protect degree :0° - 5° - 10° - 15° Class : II Total protectiondegree : IP 65 Working Temperature-35-65degree as approved type complete with CC pad,cable connector and other installationaccessories as required. 5 Each 35,000 175,000 25,000 125,000 33,250 166,250 21,000 105,000 90,000 450,000 21,670 108,350

Cable6 Providing laying and connection and testing of 3-

Core 2.5mmsq PVC insulated 300/500 voltsgrade copper conductor cable from terminal boxmounted on pole to light arm. as directed by theengineer complete with all wiring accessories. 150 Meter 200 30,000 200 30,000 190 28,500 125 18,750 700 105,000 233 34,950



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FEEDER CABLES7 Providing laying , connecting and testing of cable

armored 600 / 1000 volts grade copperconductor buried 30" deep in the ground forexternal lighting / DBs, route as shown on thedrawing or as directed by the Engineer completewith u-PVC pipe heavy gauge water tied socket,bend, warning tape cable gland of suitable sizeon both ends and all other installationaccessories including excavation and back fillingetc.

a). 4C -240mm2 cu-Pvc/Pvc/SWA/PVC cable( Fromwade to LT Panel) 25 Meter 18,000 450,000 18,000 450,000 17,100 427,500 17,000 425,000 25,000 625,000 21,570 539,250

b). 4C -185mm2 cu-Pvc/Pvc/SWA/PVC cable( FromGenset to LT Panel) 25 Meter 14,000 350,000 15,000 375,000 13,300 332,500 13,000 325,000 24,000 600,000 16,730 418,250

c). 4C - 10mm2 cu-Pvc/Pvc/SWA/PVC cable+1X6mm2 PVC ECC laid in 50mm dia uPvc pipewith accessories.( for Road lighting) 400 Meter 1,400 560,000 1,500 600,000 1,330 532,000 1,200 480,000 12,000 4,800,000 2,030 812,000

d). 4C - 16mm2 cu-Pvc/Pvc/SWA/PVC cable laid in50mm dia uPvc pipe with accessories.( for Roadlighting ) 15 Meter 1,600 24,000 2,000 30,000 1,520 22,800 1,800 27,000 18,000 270,000 2,730 40,950

e). 4C - 6mm2 cu-Pvc/Pvc cable + 1x 6mm2 pvcECC laid in 32mm dia uPvc pipe withaccessories.( for Bollard lighting ) 100 Meter 700 70,000 1,000 100,000 665 66,500 600 60,000 7,000 700,000 1,380 138,000

DISTRIBUTION BOARD8 Providing, installing, connecting, testing and

commissioning D.B wall/floor mounted IP-55housed in 16 SWG sheet steel housing, dust /weather proof, hinged door/lock, suitable for. 500 volts, 3 phase, 4 wires and earth terminal ACsystem as approved by the Engineer, includingfloor mounted DB foundation complete with allaccessories. The D.B comprises of:-

a DISTRIBUTION BOARD - MAINIncoming2-630 A TP Mccb 36KA1-Inter looking system6-Indication lamps1-Voltmeter scaled-0-500 V1-Volt selector switch1-Ammeter scaled-0-630A1-Amps selector switch3-curent transfer scaled-5-630ATPN+E Busbar

Outgoing1-400 A TP Mccb 25KA (for DB-UG-P)3-125 A TP Mccb 13KA (for Tube well)1-100 A TP Mccb 13KA (for F Station)1-100 A TP Mccb 13KA (for Spare)1-60 A TP Mccb 13KA (for Spare)



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5-30 A TP Mccb 13KA 2-15 A TP Mccb 13KA 2-15 A TP Mccb 13KA 1 Job. 325,000 325,000 300,000 300,000 628,992 628,992 400,000 400,000 1,500,000 1,500,000 832,000 832,000

8.1 DB-RL-1 (for Road lighting)In coming 1-30 A TP MccB 10-KA3-Indication LampsOutgoing5-15 A TP McB 7.5-KA4-Magnatic contactor TP 15 A ith 4-Togle switch SP 1.0.24-Magnatic contactor TP 15 A ith 4-Photo Electric switch type (EE-8020-821) 1 Job. 65,000 65,000 50,000 50,000 235,872 235,872 106,000 106,000 0 195,000 195,000

EARTHING9 Providing installing connecting and testing of

Earthing sets of 18" x 18" x 1/8" thick copperplate buried at 15 ft. deep in the ground or to thedepth of water level which over is more work toinclude digging of earth pit and refilling withsand, complete with necessary salt and shora 50Kg. each to make the specified results accordingto IEE regulation, and latest B.S. standards.Complete with all accessories, like brass nut-bolts and washer etc. as per Engineer approval.The earth pit should be at 8 feet away from thebuilding foundation. 3 No. 35,000 105,000 25,000 75,000 101,775 305,325 120,000 360,000 80,000 240,000 50,000 150,000

10 Providing , laying and connecting 3/0 SWG harddrawing bare copper leads from Earthing platesto panels (MDB's) as shown on the drg. Or asdirected by the Engineer. The copper leads to belaid in suitable size of G. I. Pipe complete with allGI pipe and other accessories. 30 Mtr 900 27,000 1,000 30,000 2,116 63,480 8,000 240,000 7,000 210,000 1,960 58,800

DG Set.11 Supply, installation, connecting, testing and

commissioning of 250 KVA, 200 KW primepower 1500 RPM at 0.80 PF 415/220 volts, 3phase 50 Hz output stand by Diesel Generatorset directly coupled with Alternator, made by FGWillson, caterpillar, Yanmar or from any otherworld renowned manufacturer as approved bythe Engineer, complete in all exhaust duct,silencer smoke exhaust and all respect as perapproved technical specification including asunder.● 12 V battery set● Modular design air cleaner with service indicator● Radiator for operation up to 50ºC● Exhaust outlet flange● Primary & secondary fuel filters● Fuel pressure gauge● Oil drain line with valve● Base fuel tank (8 HR, capacity)



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● Charging alternator● Circuit bracker● Tool kitControl panel is equipped with following standarditems

Instruments: Voltmeter, ammeter, teach meter,hours run meter, battery condition voltmeterregulator.

Controls: Start/stop key switch, voltmeterphase, selector switch 7 pos, ammeter phaseselector switch 4 pos.

Shutdown Protection devices with indication forhigh coolant temperature and low oil pressure,etc. Approved by the Engineer, complete with allinstallation accessories as per specification. 1 Job 7,000,000 7,000,000 5,700,000 5,700,000 11,971,707 11,971,707 8,700,000 8,700,000 11,000,000 11,000,000 12,355,000 12,355,000

Connection charges12 Providing electrical connection with duly signed

test reports according to requirements andacceptable to electric inspector for above works,including obtaining of NOC from electricalinspector, the contractor shall also fill theFESCO application with necessary electricalload, for getting the electric connection withenergy meter (for each transformer) completewith all connection and government, semigovernment charges as required ready for use.

1 Job. 550,000 550,000 81,571 81,571 550,000 550,000 250,000 250,000 6,000,000 6,000,000 1,071,000 1,071,00011,460,000 9,356,571 17,152,976 13,424,750 28,861,400 20,001,150 Total Amount Rs.