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Ground water and reclamation program. Progress report

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Title:
Ground water and reclamation program. Progress report
Series Title:
Ground water and reclamation program. Progress report no. 42
Creator:
West Pakistan Water and Power Development Authority
Place of Publication:
Denver; Lahore
Publisher:
ton and Kalmbach, Inc.
Publication Date:

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Farming ( LCSH )
Agriculture ( LCSH )
Farm life ( LCSH )
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serial ( sobekcm )
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Asia -- Pakistan -- West Pakistan

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Electronic resources created as part of a prototype UF Institutional Repository and Faculty Papers project by the University of Florida.

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WEST PAKISTAN WATER AND POWER DEVELOPMENT AUTHORITY
LAHORE, PAKISTAN
GROUND WATER AND RECLAMATION PROGRAM
PROGRESS REPORT NO. 42 MARCH 1966
TIPTON AND KALMBACH, INC.
ENGINEERS
DENVER, COLORADO LAHORE, PAKISTAN




WEST PAKISTAN WATER AND POWER DEVELOPMENT AUTHORITY
LAHORE, PAKISTAN
GROUND WATER AND RECLAMATION PROGRAM
PROGRESS REPORT NO. 42 MARCH 1966
TIPTON AND KALMBACH, INC.
ENGINEERS
DENVER, COLORADO LAHORE, PAKISTAN




TIPTON AND KALMBACH, INC.
300 Insurance Building 831 14th Street
DENVER, COLORADO 80202, U.S.A.
Phone 244 2944
R.J. TIPTON, President OLIN KALMBACH, Vice-President CABLES:
JINCY HUNT, Treasurer ARTIP DENVER
F.L. KIRGIS, Secretary TIPAK LAHORE
April 25, 1966
Chairman
West Pakistan Water and Power Development Authority Sunny View Estate Kashmir Road
Lahore, Pakistan
Subject : Ground Water and Reclamation Program Progress Report No. 42
Dear Sir
There are transmitted herewith two copies of Progress Report No. 42 covering progress on the construction of Ground Water and Reclamation Program works underway during the month of March 1966.
Respectfully submitted, TIPTON AND KALMBACH, INC.
By:_
Distribution: R.
Mr. Sayyid Hamid, Chief Engineer, Ground Water and Reclamation Division 15 copies. Mr. Ch. A. Hamid, General Manager Power 3 copies. Harza Engineering Company, International, Chicago 2 copies. Commonwealth Associates, Inc., Jackson, Michigan 2 copies. Tipton and Kalmbach, Inc., Lahore 40 copies. Secretary, West Pakistan Water and Power Development Authority 4 copies.




CONTENTS
Letter of Transmittal i
Table of Contents ii
List of Tables iii
List of Figures iii
PREFACE 1
GENERAL 1
SUMMARY 2
PROJECT NO. 2 Chaj Doab 2
PROJECT NO. 3 Lower Thai Doab 2
POJECT NO. 4 Upper Rechna Doab 3
PROJECT NO. 2 CHAJ DOAB
TUBEWELLS 7
Lalain Unit 7
Mona Unit 7
Khadir Unit 7
Upper Jhelum Subproject 8
Lower Jhelum Subproject 9
ELECTRIFICATION 10
Lalian Unit 10
Mona Unit 10
Khadir Unit 10
Upper Jhelum Subproject 10
SURFACE DRAINAGE 13
Chot and Rukan Drains 13
Mona Drain 13
Shahpur Branch Culvert 13
PROJECT NO. 3 LOWER THAL DOAB
TUBEWELLS 28
Kot Adu Unit 28
Tabulation of Tenders 30-36
Alipur Unit 37
ELECTRIFICATION 38
Alipur Unit 38
SURFACE DRAINAGE 39
Kot Adu Main Drain 39
Budh Branch Drain 39
PROJECT NO. 4 UPPER RECHNA DOAB
TUBEWELLS 48
Marala-Ravi Unit 48
Mangtanwala Unit 48
Sheikhupura Unit 48
- ii -




TABLES
Table No.
1 Ground Water and Reclamation Program-Project Subdivisions 5
2-103 Khadir Unit-Summary of Construction Progress 14
2-104 Upper Jhelum Subproject-Summary of Construction Progress 19
2-104E Project 2-A, Summary of Status of Disbursements Under AID 24
Loan 391-H-055.
2-104F Project 2-A, Summary of Expenditures 25
3-107 Alipur Unit-Summary of Construction Progress 41
FIGURES
Figure No.
1 Ground Water and Reclamation Program-Location Map 4
2-103A KHADIR UN1T, Tubewell and Electrification location map 15
2-103B Tubewell Construction Progress 16
2-103C ,, Electrification Construction Progress 17
Transmission Lines and Substations
2-103D ,, Electrification Construction Progress 18
Distribution Lines and Services
2-104A UPPER JHELUM SUBPROJECT, Tubewell and Electrification 20
Location Map
2-104B ,, Tubewell Construction Progress 21
2-104C ,, Electrification Construction Progress 22
Transmission Lines and Substations
2-104D ,, Electrification Construction Progress 23
Distribution Lines and Services
2-200 Surface Drains, CHAJ DOAB, Location Map 26
3-107A ALIPUR UNIT, Tubewell Location Map 42
3-107B ,, Tubewell Construction Progress 43
3-107C ,, Electrification Construction Progress 44
Transmission Lines and Substations
3-107D ,, Electrification Construction Progress 45
Distribution Lines and Services
3-200 Surface Drains, LOWER THAL DOAB, Location Map 46
4-105A MARALA RAVI UNIT, Vicinty Map 49
4-109A MANGTANWALA UNIT, Tubewell Location Map 50
- iii -




WEST PAKISTAN
WATER AND POWER DEVELOPMENT AUTHORITY LAHORE, PAKISTAN
GROUND WATER AND RECLAMATION PROGRAM PROGRESS REPORT NO. 42
MARCH 1966
PREFACE
This report covers progress through the period ending 31 March 1966 on construction and electrification of tubewells and construction of surface drainage works in the Northern Zone of the Indus Plains. The works covered in this report are part of the Ground Water and Reclamation Program of the West Pakistan Water and Power Development Authority.
Contract preparation and supervision of construction of the tubewells and surface drainage works are being performed by Tipton and Kalmbach, Inc., with the assistance of the engineering staff of the Ground Water and Reclamation Division of the Authority. Administration and supervision of the electrification of tubewells for the Upper Jhelum Subproject are being performed by Commonwealth Associates, Inc. For all other Subprojects and Units presently underway, electrification supervision is by the Electricity Department of the Authority. The status of electrification of tubewells reported herein has been compiled from information furnished by Commonwealth Associates, Inc., and the Electricity Department.
For purposes of planning, the Ground Water and Reclamation Program is divided into Projects which encompass entire doabs or major portions thereof. These Projects are further divided into Subprojects and Units for purposes of construction. The location of the Projects and their subdivisions is shown on Figure 1. Table 1 gives a detailed list of the Projects, Subprojects and Units in the construction program.
GENERAL
At the end of March the construction inspection and support staff of the Engineer and the Authority assigned to field operations consisted of the following personnel : ENGINEER WAPDA Pakistani Staff
Expatriate Inspection Support
LOWER THAL (Alipur and Drainage) 3 30 1
CHAJ DOAB (1) Upper Jhelum Subproject 5 44 35
(2) Khadir Unit 3 19 24
(3) Drainage 8 10
MOTOR POOL (1) Upper Jhelum Subproject 0 49
and Drainage
(2) Khadir Unit 0 26
(3) Alipur and Drainage 0 38
- I -




At the end of this report period 60 vehicles were assigned to field units. Six of the vehicles were down for repair, leaving 90 percent of the vehicles assigned to the field available for service.
The following table indicates temperature and rainfall data for the cities of Jhelum, Sargodha and Multan during the month of March, 1966. Jhelum is adjacent to the Upper Jhelum Subproject ; Sargodha is the closest major city to the Khadir Unit and Multan is adjacent to the Lower Thal area of Project No. 3.
Recorded Temp. during Month. Precipitation during Month
Total Days on which
Maximum. Minimum. Amount. Recorded
Jhelum 90 47 0.8 5
Multan 92 51 0.3 2
Sargodha 89 51 0.8 4
SUMMARY
Construction of Project No. 1 Central Rechna Doab was substantially completed in 1962. The status of the construction of tubewells and surface drainage works in the Subprojects and Units which have been authorized for construction under Projects 2, 3 and 4 is as follows
PROJECT NO. 2 CHAJ DOAB Number Estimated
Gross Area of Percent
Tubewells (Acres) Tubewells Completion
Lalian Unit, Contract No. 2-101 137,000 163 100
Mona Unit, Contract No. 2-102 112,000 138 100
Khadir Unit, Contract No. 2-103 170,000 214 93
Upper Jhelum Subproject, Contract No. 2-104 623,000 878 42.5
Lower Jhelum Subproject 673,000 760 0
Number Estimated
Length of Percent
Surface Drains (Miles) Structures Completion
Chot and Rukan Drains
Excavation, Contract No. 2-201 19.5 37
Structures, Contract No. 2-203 60 2.5
Bhera-Mona Drain Extension, Contract No.2-206 16.4 0
Fall Structure Cum V.R. Bridge, Mona Drain, 1 75
R.D. 1+900, Contract No. 2-209.
-2-




PROJECT NO. 3 LOWER THAL DOAB
Number Estimated
Gross Area of Percent
Tubewells (Acres) Tubewells Completion
Kot Adu Unit, Contract No. 3-106 400,000 475 0
Alipur Unit, Contract No. 3-107 400,000 500 5.7
Number Estimated
Length of Percent
Surface Drains (Miles) Structures Completion
Kot Adu Main Drain 26.2 65
Excavation, Contract No. 3-205
R.D. 0+000 to R.D. 88+008 16.7 73
Structures, Contract No. 3-204
R.D. 0+000 to R.D. 87+835 37 51
Excavation and Structures, Contract No. 3-210
R.D. 88+008 to R.D. 138+150
Excavation 9.5 0
Structures 28 0
Budh Branch Drain 17 34
Excavation and Structures, Contract No. 3-207
Excavation 17 84
Structures 30 0.5
PROJECT NO. 4 UPPER RECHNA DOAB
Number Estimated
Gross Area of Percent
Tubewells (Acres) Tubewells Completion
Marala-Ravi Unit, Contract No. 4-105 178,000 300 0
3-




LEGEND
S PROJECT AND SUBoDIVISION BOUNDARIES
PROJECT NO. I CENTRAL RECHNA DOS IAILI
PROJECT NO.2 CHAJ DOA*
PROJECT 0.3- LOWER THAL 00AN
PROJECT NO.4- UPPER RECHNA DOAS
PROJECT NO.5 LOWER RICHNA DOAB
41
M .. A aMARALA
STATUS OF CONSTRUCTION
CONTRACT IN PREPARATION
UNDER CONSTRUCTION .
COMPLETED WEST PAKISTAN
N WATER AND POWER DEVELOPMENT AUTHORITY
STIPTON AND KALMBACH, INC. ENGINEERS
GROUND WATER AND RECLAMATION PROGRAM C
SCALE ...E LOCATION MAP i




TABLE I
GROUND WATER AND RECLAMATION PROGRAM PROJECT SUBDIVISIONS
COLOR PROJECT PROJECT TITLE AND SUBDIVISIONS SERIAL IDENTIFYING
CODE NUMBER NUMBER NUMBER
L. I CENTRAL RECHNA DOAB 1
Pindi Bhottian Unit I 101
Chichoki Millian Unit 2 102
Chuharkana Unit 3 103
Jaranwala Unit 4 104
Shahkot Unit 5 105
Zafarwal Unit 6 106
Khangah Dogran Unit 7 107
Sangla Hill Unit 8 108
Beranwala Unit 9 109
Harse Sheikh Unit 10 1010
Hafizabad Unit 1 1 1011
Shadman Unit 1 2 1012
2 CHAJ DOAB 2
22
Lalian Unit 1 201
Mona Unit 2 202
Khadir Unit 3 203
Upper Jhelum Subproject 21
Sohawa Unit 4 214
Busal Unit 5 215
Phalia Unit 6 216
Lower Jhelum Subproject 22
F-1 Unit 7 227
F-2 Unit 8 228
L-1 Unit 9 229
Gujrat Plain Unit 10 2010
3 LOWER THAL DOAB 3
Kot Adu Unit 1 301
Alipur Unit 2 302
Rangpur Unit 3 303
Saline Zone^ 4 304
4 UPPER RECHNA DOAB 4
MWrala-Ravi Unit 1 401
Mangtanwala Unit 2 402
W5 LOWER RECHNA DOAB 5
-5-




PROJECT 2 CHAJ DOAB
-6-




PROJECT NO. 2 CHAJ DOAB
TUBEWELLS
LALIAN UNIT
The Lalian Unit of Project No. 2 consists of 137,000 acres in the east-central portion of Chaj Doab in which 163 tubewells were completed in December 1963 and it is now under the supervision of the Land and Water Development Board. (See Figure 1).
MONA UNIT
The Mona Unit of Project No. 2 consists of 112,000 acres in the north-central portion of Chaj Doab in which 138 tubewells were completed in November 1965 and it is now under the supervision of the Ground Water and Reclamation Division of WAPDA as the "Mona Experimental Unit". (See Figure 1).
KHADIR UNIT
The Khadir Unit of Project No. 2 consists of 170,000 acres in the south-central portion of Chaj Doab in which 214 tubewells are being constructed. (See Figure 1).
The contract was awarded on the basis of 205 tubewells, but 9 tubewells have been added. Figure 2-103A shows the locations of tubewells being constructed in the Khadir Unit.
Consturction and electrification of the tubewells in the Khadir Unit are being carried out under Contract No. 2-103 by Geoistrazivanja of Zagreb, Yugoslavia. Energoinvest of Sarajevo. Yugoslavia has subcontracted for the electrification work.
The status of the construction of tubewells in the Khadir Unit is shown in Table 2-103 and in Figure 2-103B.
Six tubewells were constructed, 18 tubewells were developed and tested ; the concrete pump pedestal and floor slab were constructed at 32 tubewells; equipment was installed on 60 tubewells ; pumphouses were constructed on 43 tubewells, and 43 tubewells were recommended for acceptance during this report period.
The status of payments made to the Contractor through the end of March for tubewell construction work in the Khadir Unit is shown in the following table.
Portion For Barter
Cost in Rupees Portion in Rupees
This Period To Date This Period To Date
Contract Earnings 1,586,899.20 4,221,675.97 1,972,874.10 3,475,536.85
Deductions Under
Advance of Funds 0 0 531,678.73 993,296.66
Deductions Under
Letter of Credit 1,586,899.20 4,221.675.97 1,129,868.61 1,590,320.82
Amount Withheld 0 0 8,556.00 11,960.00
Net Amount Paid 0 0 302,770.76 879,959.37
-7-




The following Change Orders to Contract No. 2-103 were approved by the Authority and were distributed by the Engineer during March, 1966 :
Change Order No. Date Description
1. Amendment No. I to 17 March, 1966 To provide for the supply and installation of a
Change Order No. 3 prelubrication device on water lubricated pumps
and to provide for payment to the Contractor therefor.
2. 6 17 March, 1966 To determine the Contract Completion Date as
provided for in the original Contract and in Contract Amendment No. 1. Contract Completion Date is now 31 May, 1966.
UPPER JHELUM SUBP .OJECT
The Upper Jhelum Subproject consists of 623,000 acres in the upper half of Chaj Doab in which approximately 878 tubewells will be constructed. The contract was awarded on the basis of 815 tubewells, but present indications are that the number of tubewells required may approach 880. Figure 2-104A shows the locations of the tubewells in the Upper Jhelum Subproject.
Construction of the tubewells in the Upper Jhelum Subproject is being carried out under Contract No. 2-104 by Southeastern Asia Drilling Company and its Subcontractor, Harold T. Smith, Inc.
The status of tubewell construction in the Upper Jhelum Subproject is shown in Table 2-104 and Figure 2-104B.
Forty-five tubewells were constructed ; 58 tubewells were developed and tested; concrete pump pedestals and floor slabs were constructed at 47 tubewell installations, equipment was installed at 84 tubewells; pumphouses and discharge boxes were constructed on 49 tubewells ; equipment was tested on 33 tubewells, and 17 tubewells were recommended for acceptance during this report period.
Payments made to the Contractor during March are shown in the following table
Portion in Dollars Portion in Rupees
This Period To Date This Peroid To Date
Contract Earnings 251,506.74 2,503,940.13 484,311.97 3,598,226.71
Deductions Under
Advance of Funds. 123,676.42 1,247,942.45 00.0 1,473,488.00
Deductions under
Letter of Credit 1,240.00 1,240.00 129,342.96 129,342.96
Amount withheld. 920.00 920.00
Net Amount Paid. 126,590.32 1,254,757.68 354,049.01 1,994,475.75
-8-




A summary of the status of disbursements under AID Loan 391-H-055 for Tubewell Construction is shown in Figure 2-104E. The summary of Expenditures for Tubewell Construction, Power Facilities and Related Works and Services is shown in Figure 2-104F. The data for the electrification shown in Figure 2-104F will be included when they are furnished by the electrification engineer, Commonwealth Asscciates, Inc.
The following Change Orders to Contract No. 2-104 were approved by the Authority and were distributed by the Engineer during March, 1966. Change Order No. Date Discription
Amendment No. 1 17-3-66 To provide for the supply and installation of a prelubricato Change Order No. 5 tion device on water lubricated pumps and to provide for
payment to the Contractor therefor.
9 24-3-66 To provide for the construction of compacted earth fill at
certain tubewells and to provide for payment to the Contractor.
LOWER JHELUM SUBPROJECT
The lower Jhelum Subproject of Project No. 2 consists of 673,0 10 acres in the lower half of Chaj Doab in which it is planned to construct approximately 76' tubewells.
As stated in the previous reports, no date has yet been established for calling Tenders on Contract No. 2-107 for construction of tubewells in the Lower Jhelum Subproject Notices of prequalification of contractors were published again in accordance with AID regulate. ns




ELECTRIFICATION
LALIAN UNIT
Electrification of the Lalian tubewells was completed by Ingra in 1963 as part of the Contract covering construction of tubewells.
MONA UNIT
Electrification of the Mona tubewells was completed by the Electricity Department of WAPDA in September 1965.
KHADIR UNIT
Electrification of the Khadir tubewells is being carried out by Energoinvest under a subcontract with Geoistrazivanja. Engineering and supervision of construction are being performed by the Electricity Department of WAPDA. The status of electrification of the Khadir tubewells as reported to the Engineer to date is shown on Figures 2-103C and 2-103D.
On July 1, 1965 the construction of 11-KV transmission line was reported by Energoinvest to have been competed. Through the end of August, 183 1l/0.4-KV transformers had been installed. The work on the construction of the substation is in progress.
Energoinvest informed the Authority that two feeders, "A" and "F", are ready for handing over to the Electricity Department of WAPDA.
UPPER JHELUM SUBPROJECT
Transmission Lines
Bids for the construction of 60 miles of 132-KV, double-circuit, steel tower transmission line, with single circuit installed, were opened in the office of the Chief Engineer, Construction, at noon, March 7, in the presence of authorized representatives of WAPDA, Commonwealth Associates Inc., and the interested Bidders. Bids from the following five pre-qualified companies were received : (1) The Imperial Electric Company, (2) Industrial Engineering and Construction Company, (3) International Industries Ltd., (4) Greaves Crompton Parkinson Ltd., and
(5) Gustave Hirsch Organization, Inc.
The main bids, as well as a number of alternates submitted by three of the Bidders, are being evaluated and a report of the bid analysis, together with recommendations, is expected to be submitted soon to the Authority.
Substations
Subsequent to the issuance of a Letter of Intent by WAPDA, and approval by AID of award of contract to Greaves Crompton Parkinson Ltd. for the construction of three, 132-11 KV substations, one each at Helan, Kuthiala Sheikhan and Head Faqirian, discussions were held with GCPL regarding their Bid and the preparation of Contract Documents.
A site-survey plan of the location approved for the Kuthiala Sheikhan Substation was prepared and sent to WAPDA so that land-acquisition procedures could be started.
-10-




Distribution Lines
AID's approval of the Letter of Intent to award the contract for the construction of 850 miles of 11-KV distribution lines to The Imperial Electric Company was received. Further discussions were held by WAPDA, The Imperial Electric Company and Commonwealth to clarify contract conditions. A draft of the proposed Contract Documents was prepared, 2nd is being distributed to the interested parties, including AID, for their review and final modifications before preparing the contract itself.
Representatives of WAPDA, The Imperial Electric Company and Commonwealth went to Karachi to witness a series of acceptance tests to destruction on prototypes of the various design types of lattice steel poles to be supplied by Karachi Shipyard for the 1 1-KV distribution system. In each case the test was successful with failure occurring well beyond specification limits. In the test of the pole with platform for mounting a distribution transformer, it was not possible to cause failure with the facilities available. Written acceptances of the lattice steel pole designs were furnished the manufacturer by WAPDA and Commonwealth.
Power Transformers
AID's approval was received for the purchase from Westinghouse Electric International Company of three 12/16/Fut 20-Mva, and one 5.0/6. 25-Mva, 132-11 KV power transformers. An order for the purchase of these transformers, together with a Letter of Credit, is being prepared.
Distribution Transformers
Analysis was made of the results of factory acceptance tests on five sample units taken at random from the initial group of twenty-five 50-Kva, 11 ,000-230/400-volt, three-phase distribution transformers manufactured by The Climax Engineering Company of Gujranwala. This analysis showed that this first group of distribution transformers did not meet specifications and accordingly were not accepted.
Acceptance tests on a second group of fifty 50-Kva distribution transformers manufactured by The Climax Engineering Company were analyzed and found to be satisfactory. Written acceptance of this group of transformers was sent to the manufacturer and the transformers have been delivered to WAPDA at the Gujrat Main Grid Station. Results of tests made on March 25 of a third group of fifty 75-Kva distribution transformers are being analyzed.
Twenty-five units of 50-Kva size and twenty-five units of 75-Kva size distribution transformers manufactured by S. Muhammad Din & Sons, Ltd., and previously tested by the manufacturer and found to be acceptable by the Consultant, were delivered to WAPDA at the Gujrat Main Grid Station.
Test results of five sample units, each from a second group of twenty-five 50-Kva and twenty-five 75-Kva distribution transformers manufactured by S. Muhammad Din & Sons, Ltd., were analyzed. Analysis showed that the transformers met specifications and a letter of acceptance was sent to the manufacturer.




Surveying for Circuit A, which will extend temporarily from the Rasul Hydel Plant into the Dinga Area, progressed well during the month and is now complete. Preparation of construction drawings and staking sheets is in progress.
Setting of concrete monuments at all angle and terminal points of Circuit E, which extends from the Mandi Bahauddin Substation into the Helan Area, is in progress. Preparation of staking sheets for this circuit is being continued. Some revision of these sheets may be necessary depending upon the conductor sizes available in WAPDA stores.
A field trip was made by Commonwealth's Field Engineer and Imperial Electric's Division Engineer to inspect terminal and angle points of Circuit F, which will be temporarily supplied from the Rasul Hydel Plant and will extend into the Helan Area.
A number of soil samples were taken at random to determine the maximum and minimum bearing qualities of the soil along the route of Circuit F. Analysis of the samples indicates that the soil is satisfactory for the pole foundations now designed. No high-water tables were found along the route.
Surveying for the route of the new circuit to be supplied temporarily from the Mandi Bahauddin Substation, and which will extend westerly into the Sohawa subdivision, began early in the month and proceeded well.
An order was placed by WAPDA with Adma Corporation of Lahore, crossarm manufacturer, for the supply of 3,000 crossarms. Also, an order is being placed by WAPDA with the Ekram Company, for 5,200 28-inch, and 1,600 double-span, galvanized crossarm braces. WAPDA and Commonwealth engineers investigated the availability of supplies from WAPDA stores for other materials, including conductors, lattice steel poles, insulators and line hardware.
An inspection trip was made by representatives of WAPDA and Commonwealth to the Rasul Hydel Plant to determine the connections for Circuits A and F to the WAPDA grid system at the temporary substation adjacent to the plant.
-12-




SURFACE DRAINAGE
CHOT AND RUKAN DRAINS
The Chot Drain, consisting of 11 miles of enlarged drainage channel and 29 structures and the Rukan Drain, consisting of 8 miles of new drainage channel and 31 structures, are located in the Upper Jhelum Subproject in the north central portion of Chaj Doab. The location and status of construction of the Chot and Rukan Drains are shown in Figure 2.200.
The excavation of the Chot and Rukan Drains is being carried out by the MPO under the terms and conditions of Contract No. 2-201 which was executed on 29 April 1965. It is estimated that there is to be a total excavation of approximately 16,300,000 cubic feet of material under the terms and conditions of this contract. During this report period it is estimated that approximately 100,000 cubic feet of material were excavated, bringing the estimated total quantity of material excavated to date to 6,059,000 cubic feet. This is approximately 37 percent of the estimated total excavation to be done. Excavation had been done from R.D. 0+000 to R.D. 32+000 on the Chot Drain, and from R.D. 0+000 to R.D. 21+000 on the Rukan Drain at the close of this report period.
Award of Contract for Construction of Structures for Chot and Rukan Drains, Contract No. 2-203, was awarded to M/s Abdusalam Mohd Ishaque and Company on January 20, 1966.
The Contractor has started work on 5 structures and the estimated total work done to date is 2.5 percent.
MONA DRAIN
Contract No. 2-209 for Construction of "Fall Structure Cum V.R. Bridge, Mona Drain R.D. 1+900", was awarded to M.S. Mahmood and Saleem Akhtar on Jauuary 10, 1966. Work was begun on the structure and field examinations of the dewatering methods used by the Contractor were made. Work was halted temporarily for inspection of foundations, and then the construction continued under supervision. Seventy-five percent of the total work had been completed at the end of this report period.
SHAHPUR BRANCH CULVERT
Construction drawings for the Shahpur Branch Culvert were approved by the Irrigation Department on January 31, 1966 and WVAPDA has been given notice to proceed with the construction.
Revisions were made in the Contract Drawings.
-13-




TABLE 2 103
KHADIR UNIT
SUMMARY OF CONSTRUCTION PROGRESS
SCOPE OF PROJECT
Construction of 205 Tubewel Is and appurtenances in the Khadir Unit.
(See Figures 1 and 2-103A.)
CONSTRUCTION CONTRACTS
Item No. Feature Contractor or Entity Date of Contract Completion Date
1. Tubewells, complete, including Geoistrazivanja, 1 May 1964 31 May 1966*
pu-mphouses, and discharge boxes. Zagreb, Yugoslavia.
2. Electrification. Geoistrazivanja, 1 May 1964 21 Nov. 1965
Zagreb, Yugoslavia.
* Established by Change Order No. 6.
MAJOR SUBCONTRACTS
Item No. Feature or Work Subcontractor Status
1 Electrification. Energoinvest, Sarajevo, In Progress.
Yugoslavia
2. Slotting steel casing. WAPDA MPG, Lyallpur 4,503 feet delivered.
Geoistrazivanja, 2,879 feet delivered.
Zagreb, Yugoslavia
PERMANENT EQUIPMENT AND MATERIALS FOR TUBEWELLS
Item No. Equipment or Materials Supplier Quantity Status
1 Pumps KSB Pumps Co., Ltd. 216 Delivered.
2. Motors up to 50 HP Siemens Pakistan Eng. Co., Ltd. 130 Delivered.
3. Motors larger than 50 HP Westinghouse 86 Delivered.
4. Motor Controls Siemens Pakistan Eng. Co., Ltd. 216 Delivered.
5. 10-3/4" Casing Steel Stahlunion, Dusseldorf, W. Germnany 10,000 ft. Delivered.
6. 14" Casing Steel WAPDA 6,840 ft. 10,984 ft. delivered.
7. 15-1/2" Casing Steel Orient Technical Works, Lahore 10,000 ft. 8,256 ft. delivered.
8. 16" Casing Steel WAPDA 1,200 ft. 920 ft. delivered.
9. 8" and 10" Reinforced Plastic, Westinghouse Electric Corp. 27,900 ft. 27,803 ft. delivered.
Fiberglass Pipe Bristol Aeroplane Plastics Ltd. 17,140 ft. Delivered.
10. Gravel shrouding material Fazil Din, Campbellpur and 135,000 cu. ft. 174,903 cu. ft.
Shadman Khan, Campbellpur delivered.
MAJOR ITEMS OF CONSTRUCTION EQUIPMENT (ON SITE)
Quantity Equipment Quantity Equipment
1 Drilling rig Salsgitter SW-200 12 Trucks, heavy duty
2 Arc Welders 2 Trucks, light 4x4
2 5" centrifugal pumps 15 Automobiles
3 Diesel electric generators 12, 85 and 95 KVA. 0 E-logging machine Failing Log
2 Power Units- 90 HfP diese-t 3 Pump setting rigs. Waster
2 Turbine pumps 0 Pump setting tripods, 5 ton
1 Slotting machine (steel pipe) 4 Trailers, 8 ton
CONSTRUCTION PERSONNEL
Contractor Expatriate Pakistani Total
Geoistrazivanja 15 352 367
CONSTRUCTION PROGRESS (SEE FIGURE 2 103 B)
Description This Period Total to Date
Tubewe11 sites located in the field. 0 Completed.
Tubewells constructed. 6 214
Tubewells developed and tested 18 203
Concrete pump pedestals and slabs constructed. 32 202
Equipment, installed (Pumps, motors and motor controls). 60 198
Pumphouses and discharge boxes constructed. 43 173
Tubewell installations accepted. 43 173
MISCELLANEOUS




15
- --0'.
- ~ ~ ~ ~ 2.0 0 ~ I .020 5
00 4. TI 22 3140
20-A 9 _27.04.0
Jl-~~~ 110 S.
363
5,0 5.5.4
4~. 166O. TO*-2.
-~~~~~. 158w3 050 0924 0
x. 5iI 13*~ 2
*~. 5.0 38_-0T .
3. 5.0 157% 3.0
184 103 5. 4.0330# 55
CH86A 2.0 4 4. E EN
Nl oo5
174 08 Dr.l0n not co1leed
4.0~h 4. Driln completed.
.18 Tu76e deelpe and teste and eqipen
1nsaled an tubwe9 hande overO to0 50




200 ~-- *- 200011
LU LU
LLU
- 10 Of -L --0 U
LU LU
______1964 ____ 1965 196_A9_S__R_96TUBEWELL CO NSTRUCTION TUBEWELL COMPLETIO N
(Construction through developing and testing of Tubewells) (Installation and testing equipment and coristruclion of pumrphouse)
___________Actual progress PROJECT NO. 2 -CHLAJ DOAB
- - Scheduled progress' KHADIR. UNIT
TUBEWELL CO N ST R U CTI0N P ROG R E S S




20 00---z
I,)
_ L
-~~~~~~~~~~~~~ 1 ---------SM AM JJASO 4MA J[ JASON'' 0 J FMAM J J ASJOIN. J MAM JJJAISOINID
-196 5 1 966 1965--- -- 1966
TR AN SM MISSION LI N ES SUBSTATIONS
(Towers, conductors and hardware) (Steel structures, transformers, switchgear and electrical equipment)
-n.
Actual progress PROJECT NO. 2 -CHAJ DOAB
KHADIR UNIT
- Target progress
-. E LC TR 1F0C~l N CO0N S T RU ACTION P RO"GR E SS
TRANSMISSION LINES AND SUBSTATIONS




200-- 200T
160-- 160
UJI
120 -M-- -e 120
O -- - ---- - --O
0~U
0
~8O---80> Of / 0
ASONO JFMAMJJASOND J MJJ 0 dN IIM M J JAS 0 ND J FMA
1 96 4_965 96 1 6 1964 1965 1966
11 KV DISTRIBUTION LINES SERVICES
(Towers, conductors and. protective devices) (Service tower, 11/0.4 KV transformer, service drop and connection to service entrance)
Actual p rogressc
PROJECT NO. 2- CHAJ DOAS m
Target progress KHADIR UNIT
ELECTRIFICATION N CONSTRUCT ION PROGRESS
0
DISTRIBUTION LINES AND SERVICES




TABLE 2 104
UPPER JHELUM SUBPROJECT
SUMMARY OF CO N STRUCTIO N PRO GRESS
SCGPE OF PROJECT
Construction of 878 tubewells and appurtenances in the Upper Jhelum Subproject.
(See Figures 1 and 2-104A.)
CONSTRUCTION CONTRACTS
Item No. Feature Contractor or Entity Date of Contract Completion Date
1. Tubewells, complete, including Southeastern Asia Drilling Co. 20 Jan. 1964 20 Nov. 1966*
purphouses and discharge boxes.
2. Electrification. Electricity Dept. WAPDA.
* EstchI ished by Change Order No. 1.
Mv MAJOR SUBCONTRACTS
Item No. Feature or Work Subcontractor Status
1. Tubewell Construction Harold T. Smith, Inc. In progress.
(Tubeweli construction through
development and testing).
2. Supply of gravel shrouding material. Harold T. Smith, Inc. 766,360 cu. ft. processed.
3. Slotting of tubewell casing. Harold T. Smith, Inc.
(Steel) 18,493 ft. slotted.
(Fiberglass) 73,654 ft. slotted.
PERMANENT EQUIPMENT AND MATERIALS FOR TUBEWELLS
Item No. Equipment or Materials Supplier Quantity Status
I- Pumps KSB Pump Co., Ltd. 815 815 delivered.
2. Motors up to 50 HP Siemens Pakistan Eng. Co., Ltd. 486 460 delivered.
3. Motors Larger than 50 HP General Electric Co., U.S.A. 329 200 delivered.
4. Motor Controls Siemens Pakistan Eng. Co., Ltd. 815 517 delivered.
5. 10-3/4" Casing Steel L.B. Foster Co., U.S.A. 30,000 ft. Delivered.
6. 14" Casing Steel L.B. Foster Co., U.S.A. 25,000 ft. Delivered.
7. 16" Casing Steel L.B. Foster Co., U.S.A. 50,000 ft. Delivered.
8. 8" Steel pipe Oil Well Supply National Tube, U.S.A. 5,907 ft. Delivered.
9. 10" Steel pipe Oil Well Supply National Tube, U.S.A. 9,220 ft. Delivered.
10. 8" and 10" Reinforced Plastic- Lamtex Industries Koppers, Inc. 120,000 ft. Delivered.
Fiberglass pipe.
MAJOR ITEMS OF CONSTRUCTION EQUIPMENT (ON SITE)
Quantity Equipment
Southeastern Asia Drilling Co.
7 Automobiles 3 Tractors
3 Trucks 0 Generator set
H. T. Smith, Inc.
6 Drilling rigs 6 Welding machines 2 Crawler tractors, w/front end loader
14 Tractors, wheel 3 Pump setting rigs I Wheel tractor, w/front end loader
5 Tractors, crawler w/blade 12 Centrifugal pumps and engines 2 Automobiles
14 Trailers, 4-wheel Bunger 3 Hectric-generators I Electric leggin unit.
9 Trucks Bedford w/min. 10-ft. bed. 2 Diesel engines 3 Slotting machines (steel pipe).
35 Trucks, light, 4x4. 8 Vertical turbine test pumps 2 Slotting machines (fiberglass pipe).
2 Gravel screening plants.
CONSTRUCTION PERSONNEL
Contractor Expatriate Pakistani Total
Southeastern Asia Drilling Company 4 196 200
Harold T. Smith, Inc. 11 515 526
CONSTRUCTION PROGRESS (SEE FIGURE 2-104 B)
Description This Period Total to Date
TubewellI sites to the Contractor 4570
Tubewe I Is constructed 4 0
- Tubewells developed and tested 47 329
Concrete pump pedestals and slabs constructed 4 2
Equipment, installed (Pumps, motors and motor controls) 4 138
Pumphouses and discharge boxes constructed. 2713
Tubewell installations accepted. 17 2
MISCELLANEO US n




JHLU
/L
16,v1
Sob- rojet BoudaryL2~ Eisho subsotio
00 reanoatedI A




o 80200--- -- --- 2
As2
I- - --- -~ - Schduedprores
--- RvseQshdue 6/164UPE JHLU SUPOJC
/ LU
--- - Re ised sched le 2 /5/6
TUB EWL CONSTRUCTION PRFRES MJ
/ j
A pgs sO N2
-.Re ise scedl 16/1/64 //0
40-- -- R s e 2 TUBEWELL CNRCO PGES
-ch -d-led roess,
1eie 1964ul 116 UPE JHLU SUPO6C 6.94165W 66
Schiedlced roges C556
TUBEWELL CO0NS TR UC TIO0N P RO0GR ES S




S80 --------- 100
I, I
z
S- --- -- 6
4 -------- O
- - - --- -- --74
u 0 0
02
ZJ iI
LU- 1-F -- --i-- -.
.... I,- I
S d40 r or D 109
"- -;' -- i -- -- -- --...j i / ---------" Reie scedl August,1965
-0 z
2 0------20
L Lt J1J GA 04 N
OJFMIAIMJJIEETISOFNAFMANMJ N DCJOMANMJS ONN PRORE D4s
1966 1 9 6 1966 1967
TRANSMISSIO N LINES SUBSTATIONS
(Towers, conductors and hardware) (Steel structures, transformers, switchgear and electrical equipment)
Actual progress
-- Scheduled progress Dec. 1964 PROJECT NO. 2 CHAJ DOAB
UPPER JHELUM SUBPROJECT S -- Revised schedule August 1.965
ELECTRIFICATION CONSTRUCTION PROGRESS
NOTE Scheduled progress based on Commenwealth TRANSMISSION LINES AND SUBSTATIONS
data.




8 --------- 8--- --
HII
100 0- ------
I- -.-- -----------------O
800 --------- 80--
- / --./
--- .--....------00-------II KV DI T IB T O LINE SERVICE
and connecton-to-service entrance)
- .. ,- -20 U,
Actual-progres-- PROJECT NO.2 CHAJ DOA8
- 1 Shd l po e D
zZ
I I DISTRI 0 N LINE
.= -n
--- -Revised schedule August 1965 UPPER JHELUM SUBPROJECT
OTE Scheduled progress based on EL J FEM ACO M J J A N UC T N S OSN
Commonwealth data DISTRIBUTION LINES AND SERVICES1967
11 KV D ISTR IBUTIO N LINES SERVICES
(Towers, conductors and-protective devices) (Service tower, 11/0.4 K.V transformer, service drop and connection to service entrance)
o.l
Actual progress PROJECT NO. 2 CHAJ DOAB
- Scheduled progress Dec. 1964
-. Revised schedule August 1965 UPPER JHELUM SUBPROJECT
NOTE : Scheduled progress based on E LE CTR IFICA TIO N COIiS TR UC TIO N PRO GR ES S
Commonwealth data DISTRIBUTION LINES AND SERVICES




TABLE 2 104 E
TABLE 2- 104E MARCH 1 966
WEST PAKISTAN WATER AND POWER DEVELOPMENT AUTHORITY Tipton and Kaimbach, Inc. Engineers
PROJECT 2-A
SUMMARY 2F STATUS OF DISBURSEMENTS UNDER A.I. D. LOAN 391-H-055
TUBEWELL CONSTRUCTION, RELATED WORKS AND SERVICES LE TT ER C F CO MM ITME N T LETTER O F CRED IT (VALUE AND PAYMENTS) UNDER LETTER OF COMMITMENT
Descript ion D-te Date of Serial Amount Amount Payments
of Issuance or No. (U.S. DOLLARS) ASSIGNED TO L/C (U.S. DOLLARS) to FOR SUPPLIER
REQUEST Amendment No. Date
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11)
ENGINEERING SERVICES 22-1-1964 28-9-1964 391-H-055-3 590,000.00 TIPTON AND KALMBACH, DLF-10 590,000.00 442,448.78 ENGINEERING TIPTON AND KALMBACH,
INC. SERVICES INC.
CONSTRUCTION CONTRACT 10-2-1964 12-2-1964 391-H-055-1 913,368.00
25-11-1964 391-H-055-1 3,359,651.17 So theastern Asia Drilling DLF-7 812,308.00 812,308.00 ADVANCE PAYMENT VARIOUS
" 1 Co. DLF-7 1,101,060.00 1,060,060.00 PERMANENT EQUIP. VARIOUS
TOTAL 4,273,019.17
" DLF-11 2,359,651.17 1,254,757.68 CONSTRUCTION SOUTHEASTERN ASIA
SERVICES DRILLING CO.
TRANSPORT PROCUREMENT 12-2-1964 4-6-1964 391-H-055-2 300,000.00
Not yet opened.
-24.-




MARCH 1 9 6 6
TABLE 2 104 F
WEST PAKISTAN WATER AND POWER DEVELOPMENT AUTHORITY Tipton anld Kalmbach, Inc. Engineers PROJECT 2 -A
S U M M A R' OF E X P E N D i T U R E S
TUBEWELL CONSTRUCTION, POWER FACILITIES AND RELATED WORKS AND SERVICES TARGET ESTIMATE THIS PERIOD TOTAL TO DATE
Description
U.S. DOLLARS RUPEES U.S. DOLLARS RUPEES U.S. DOLLARS RUPEES
1. TUBEWELL CONTRACT
CONSTRUCTION
A. Southeastern Asia Drilling Co.
1. Contract Earnings 4,219,721 18,931,454 251,507 484,312 2,503,940 3,598,226
2. Deductions Under 1,812,308 1,473,488 123,676 0 1,247,942 1,473,488
Advance of Funds
3. Deductions Under 101,060 10,808,076 1,240 129,343 1,240 129,343
Letter of Credit
4. NET PAYMENTS 2,306,353 6,649,890 126,591 354,969 1,254,758 1,995,395
B. TOTAL CONSTRUCTION 4,219,721 18,931,454 251,507 484,312 2,503,940 3,598,226
COST OF TUBEWELLS
C. Administration, Engineering -.-.- -. -and Supervision
D. TOTAL COST OF TUBEWELLS
2. TUBEWELL CONTRACT
ELECTRIFICATION (DATA FURNISHED BY COMMONWEALTH ASSOCIATES, INC.)
3. GRAND TOTAL
COST OF TUBEWELLS
AND
POWER FACILITIES A. Grand Total in Equivalent Rupees Rupees
___________________________ ___________________ _________________________________ ______________ _______________________________________




I. ~~JHELUM -~~ ~
Cl-OT DR4INA
0)L
.4. . . .
CA
PA.
D Z~C
-ROJECT NO.2IL
CH~d FOAB
SUFCADAN
P.0
SARGOD0




PROJ ECT 3
LOWER THAL DOAB'
-27




PROJECT NO. 3 LOWER THAL DOAB
TUBEWELLS
KOT ADU UNIT
The Kot Adu Unit of Project No. 3 consists of 400,000 acres in the northwest portion of Lower Thal Doab. It is planned to construct approximately 475 tubewells in this area.
On 16 March, the bids for the construction of tubewells and procurement and installation of equipment for 475 tubewells in Kot Adu Unit were opened in the Head Office of the Authority.
The following seven out of thirteen prequalified Bidders submitted their Bids.
1. Harold T. Smith, Inc.
2. Swissboring Overseas Corporation.
3. Deutsche Schachtbau-und Tiefbohr G.m.b. H.
4. Southeastern Asia Dilling, Inc.
5. Johann Keller G.m.b. H.
.6. Citra and Partners.
7. Soc. An. Fondedile S. P. A.
Representatives of almost all the Bidders were present at the time of Bid Opening.
An evaluation and bid comparison of the aforementioned seven Bids were prepared by the Engineer and submitted to the Authority for consideration.
The total amount of each Bid is indicated below :
SCHEDULE NO. 1
Bidder. Deutsche Marks Rupees Eqult. Rupees
1. H. T. Smith 5,169,141.00 13,281,199.50 19,432,477.29
Alternate A 5,480,611.00 13,577,717.50 20,099,644.29
Alternate B 5,480,611.00 13,145,072.50 19,667,000.29
Alternate C 5,169,141.00 13,457,785.50 19,609,063.29
2. Swissboring 6,581,241.00 12,553,587.00 20,385,264.00
Alternate 6,595,421.00 13,140,520.00 20,989,071.00
3. Deutsche Schachtbau 9,667,041.00 10,386,923.00 21,890,701.79
4. Southeastern 9,473,906.00 11,472,446.00 22,746,394.00
5. Johann Keller. 8,659,028.90 13,512,223.00 23,816,467.00
6. Citra 15,577,650.00 7,282,605.00 25,820,004.00
7. Fondedile 19,914,150.00 5,226,880.00 28,924,718.00
28 --




SCHEDULE NO. 2
Bidder. Deutsche Marks Rupees Eqult. Rupees.
1. H. T. Smith 5,870,748.00 11,544,401.50 18,530,591.62
Alternate 7,621,912.00 9,084,308.50 18,154,382.62
2. Swissboring 9,334,252.00 7,667,529.00 18,775,289.00
3. Deutsche Schachtbau 12,716,390.00 5,451,105"64 20,583,609.74
4. Southeastern 12,150,205.00 6,542,323.00 21,001,067.00
Alternate 10,709,761.00 8,671,195.00 21,415,811.00
5. Johann Keller. 12,044,395.00 7,555,815.00 21,888,644.00
6. Citra 13,260,330.00 12,959,775.00 28,739,563.00
7. Fondedile 14,897,550.00 13,196,000 00 30,924,084.00
The tabulation sheets for the Bids received are included in this progress report on the following Pages, 30-36. A summary sheet is also included which shows the pertinent data from each of the Tenders submitted for the Kot Adu Unit, and showing particular variations in Schedule No. I and Schedule No. 2.
Schedule No. 1 Tenders are for locally manufactured pumps, motors and motor controls listed as cost items under "Procurement of Equipment" in the Bill of Quantities.
Schedule No. 2 Tenders are for any combination of locally manufactured or foreign manufactured pumps, motors and motor controls.
29 -




WEST PAK ISTAN TIPTON AND KALMBACH, INC KTAUUI
WATER AND POWER DEVELOPMENT AUTHORITY EGNESCNRC OUET O
LAHORE, PAKISTAN DENVER, COLORADO LAHORE, PAKISTANTAU TINO TEDR
SHDLSCEUEAONOFSTIPULATIONS AND REMARKSPRQLI-F)IMSTADDNO H 1)) 17R I DESCRIPTION ortt. I-DEUTSCHE EQUIVAL.ENT TENDER S URETY' -----______~~~.... ...
-~~~RPE MAK PUFEE E os MPE uoS GURNE SCHEDULE I SHDL I5 AERAO
,IAR ~ ~ ~ ~ ~ 04I TENDER .0.,.l OIL001C 5.fl!5,141 .005i 13,28i,i99.501 t9,432,477.29 5,870,748.00 1,544,401.501 18,530,591.62 Pumips, BECOER o O F EQUIPMEN10 O~STra'~ .O 1.1,0 oe 01 up: BC ..,maro ~A fLfo u~0 UOLN a
10281 CTIAetRCicu Ave. N W elyr3IUISoIIT-If.22000O CO., LTO o. CLMA CI-n l 10r1oIld CnTI -(N litdI Motorrs: NEWMAN~~o~r~ro (U.K~o I,..I.o reso le
W00111119101 6, D.C. -USA Controls CLMA Cr0008s CLIMAX
'sO..11loGO, DOMSETC ..~. 4. TH MAL. E. Csiog KOPERSP.O Co~sg' OPPRS .,r~N CrfOi-1.THE MALL.*.
L.IAHORE. DELVER OFsng KOPPEREST No Sr.o,.l SrG Csing, OPPER
r~OATNE PRICE A 5,48,61.00 13,577,717.50 20,099,64497,210 9,084,308.50 18 ,154,382.62 Pomp. KSB DEL.VERY OF ClEl,.0 ltUIPmMEWRNIGONDIIVR OTOIPIT
a Y -E I Motors. SIEMENS 0f150 unit, Dor onto0 and Ronpl.0, ir 15.5 mr,
I--.-'~A ATFWCIt3? I0 --- -<00 ---- CSinil ~ 50 Motor"' 0r 9.011 i til omi f sil- 9fof ot litor or Clod,, e-0 Motors- N oEWMAN I(U.K.) .0ot099aIieranSoloo lrorI .5 als.ILO BKR E,1
iOA o t Controls: SIEMENS no rIft specified 00d 000,rlitioi i 16 na~it tnim..,. Controls, CLIMAX o .Crro Io.00o 9.112 N. INY -SAP s f0t.Mn.
TOTL 051C RCEI ________F.G Coding: KOPPERS P.G. Couiogl KOPPERS
5,400.611.00 3,145,072.50 19.667,000.29 up; I SBDLVROFEIP NT
I,.3N T U M T E Moto,.: CLIMAX IA. ,oi,us'r .1010 I
V OA;TNir(u PRICI. Controls: CLIMAX 000 0% 8 2.3 0.6 2548Doidt-rfi~g
:5F G. C i: K OPPERS
I-ltorriato (cI CUST- EOMS5 DUTIES 6 TAXES NOT SUBMITTED /::/.:tfO PEC-NE MA (As-N ."Mie~..[... 0Ostr~oirl .trotrd
TOTAL TEAMPAO, -- Ceefrols I CLIMAX Clint Can"-'l -o001.41 tsIPDBa96Ps o001.r.
ISCOAR~sA E~t 0 1' jI .. .. . .~.. P.S. Casing:' KOPPERSNEMNPsdreTos-USA
S lSSP)RIN V R E S CTTLTNE RC 8 1410 2 5 3,587.001 203 52 4-0 76 702.0 1, 7 ,8N Special StiputetIos.
OPLTOTA TEDRPIO I66 5 lmr,40 22,6,6.00 9,334,252.00 76,590 187529.00 NE UIE DIKSELIVE0T OF E9OIPMES0TI INs-a-d0I-ssOmittod.I Pms AN-DWE LNR PEO
NEW 'FIRING Pumps;A CORP LTD RW.. .d .4G -- - .- - --p___.em ---- 640BOND.%iePumps;.,LAANE-BOWLESM
CUSTOIMS DUTIES 6 -0T005A I 810 BOOAD Moors: ICLIMAX Motors! NEMA (U.K.) SIMioo1.s.. o. ~pot*dCMa n O otoh44
TOTAL TK50CR PRICE.eI..o,,~~00f,,)j 012,0000l0 KARmCHI. 800f i,-lt, 0 Swizrln INLUIN ..--. --.. T. . .--- .. -. It,00O00 KRC Controls; CLIMAX R.p. .....a~ .ia WOasooiooaodied to th. Controls: I SCHIELE SHias ,N
600 t~o'O, Sllorord NCLDIR IITO5~~1C----~-------__ F.G. Casing; KOPPERS o ~ .JPS oig OPR
Ci Co, mm..FG CF91 OPR
TOTAL TENDER PRICE 6,9,21.0 3140,520.001P20,989,0D Pa. Coott Rotal'."~ Itiltlis..t eon M 1.tn~a oa.SNAESIJCTO
...~~~pffp s C. r II......... ... in.-- --~-+-~- oos SEESL Castrfir 01101t108015SilrtP.,eFOAE
L- Callrl~f I II.SYOR 1,10 000000llt, 123 o S$
P 01_O W D T E T k i e 0 0 1 N O T S U B M I T T E D M//C o to r s : I S I E M E N S L l -a S M C o s O f 000f" IA~ atI ~ S itmiig CI I 0 0BS*,,aI 0l m IRdi tN o s
TOTAL TE'i l Crls: IEMENES It.Sm -. Mao i d 5%r~l In* int..,o -110 mat.. olo so Wo
__ F. Gx4!BSF!iiPA C ..ife KO P R St....o~ei t -o CO i ....... ... .... ... ,It pl" .. b. ,~
D E U T S C H E S .4A C H T B A I) 'JPD T O.0 7 -I, 0 10C Rt FOLt 9 ,6 6 7 ,0 4 1 .0 0 1 0 ,3 8 6 ,9 2 3 .0 0 2 f 8 9 0 ,7 0 1 .7 9 12 ,7 1 6 ,3 9 0 .0 0 1 5 ,4 5 1 ,1 0 5 .6 4 2 0 ,5 8 3 ,6 0 9 .7 4 W E T F L M D N K u p 'K DF I. O .ts t I.. C .E C a .1 L IM ,. L e Lo. P u m p LIR T O
TI39 OH GmtoRrls -------- -1110 -- ~ ~ -- -.- .- ----- -1-. 1I B 4630 BOCHUM, Motors. ISIEMENS IC
39 Wgto l Os, et irr I TLVM 0 CU00STO, FTC - ----------j--- A,- 1000000 POSTFACH 2710. Corols: SIEMENS DE LAVERY OPFMotorsI ROTStNod0..0i11I 5tlpatotbota. contrKl..ORo, S
Ingee/ Ere, WOt~tt, I- - - - - - -.. WGERMANY. F G. Coin. NOT MilkT 1001ED N~o slol. Ols,G I.o.P Coit 10MRTO
.-.---t.-.-.- 1 O MRIA op: KS EIOR FEUPET I.0000s0 F.~eI. G+m Camsig WOTHIENTON
SO LTHE ASTERN ASIA DR.LLING TOA E DRPIE 9,473,906.001 11,472,446.001 22 ,74 .6,394.00 12,150,20 5. 542,323.00 2 1,001.067.0o BON
COMPANY OF PAIT N CUSTOMS DUTIE S &TAXES Pu p WORTHINGTON________ _____ahPA ISTA INSURAt 1- 1 % ~N EAROPANY Contrs; SIEMENS Mo015 A0 A.0 oitoros: SEN. ELECTRIC
93 D-1, Gulb og [ TONAL TENDE 0050049, ETCrls SIEMENS___ A____U. S. A- -srg BRNWC to I,___________he..310t OrCasing: BRUNS WICK
TOTALTM_9__PRICE 10,709,76 1.00 8,7l9 .0 21,415,81t.00 WAPSA 00 pollo~ rotiso.i.. .o~onOAuO at
- ..- AIOOUII 00103A0A00.' NO SUMITED L ___ ,~ rMotors. SEN. ELECTRIC
lINALUDING PRICE.S FT- j1 L.. e,.5.r ..tp00 -, -1 .0 f 6 but "-itT. TOndq,] Controls; G EN. ELECTRIC
SI S COTW O -- -. .G. Casing. BRUNSWICK
J O H N N C E L E R r p b l E S R P I E j 5 2 9 1 5 2 2 2 3 0 0 1 2 3 8 1 6 4 6 7 0 0 1 2 0 4 4 3 9 5 .0 1 7 5 5 5 8 1 5 0 2 1 8 8 6 4 4 0 0 g o :a s D L V R o O F s s E Q I M N T ( No0 Io .1 1 1 1 o r l 0 A 1 l
Hanauer Londstrosoe 334 D...j ..... ... ... GE. IN KOZoN I,~,660 COLOGNE, Lt. Motrps: I 0TOS NEOWA N 1,~I. n ~oa1..~m11L010101CnootL
TrnkutIanW stGAm n C EfkG V0 1 Coitrol-; SIEMENS Film., at 00 pump. -A "0.,a to ....dniteA it AI0.0o0aoA Controls: A.E.G6. SCHIELE bpoiiit00.0i05O*11to*,Ir00001.upl0At
WGE M N, FG o ipz K PE S BRISTOLs V. 0D11..aid Solos Osa.
P_" of. M" I"a "I -i T..dn FG Csn; K PE S RSO
1;1o~ o r M l o e 0 7 ,2 8 2 6 0 5 .0 1D 2 5 8 0 0 4 0-11 3 z , 3 0U
PUA RC T1 0 1 0 N EE R~3 T 6 0 O 5 2 0 0 1 2 9 5 9 7 7 5 .0 8 7 9 5 3 0 D E L IV E R Y O f E Q U P M E N T z IN a 0c h - lu bm tt 1. )
Cf T A A D P RTN RSa 1 1,, .. .-- -- -__ 0 267953 0 L'UNION PUMPS.: KB 1, a,,..lAI-a.00..A....-Tofar XI Pumrps: LAYNE- BOWLER PLON PEOPET:0 a00056nl0.
1,15100.. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I BOND 11 9 13, I I Motor.s SIEMENS Ea~,... ad MusII a0~oCu-o.Mr_ EMN( jalao~S~Ao~a 1 6001 oo~a10l ooooC
TEID BON EJR PE NN Co., 0 .1.0 Pa,. Ia, I ...si Iot no,0 li.;odod. II 0 -. -- PRiIANC FbG KOPPER 5108000.. COSing: KOPPE RS
!LIloilBnko itn I DLIVERY III EA I1T.IOildsa,50ft
So ON EIL E S pA 1994 .0 0 5,2 26,80,00 28,924,718Fr 14 897 550.001, T~ Ins ... ....8.CRDT TLIR- Pms. IDC SPllll P= M05- SC/,0IE/C, 51L0
Viao Verdi, 'I- 1.'V 000 -- BID BOND BRPC iITRSE Mro E MNOCSE I o', 011f05100 05 ,lloi/C OIIO~u/6 oo...0 000,810 P0u00m ps:t ROTOS, 0 .C l90. 00SlAfYlli, 1,00 5 i...0.I 00.81 I.
NopiIi. fitly 00 E0CIO -- u-,6.. 1. r. 5NZDA ,CAr~ ONO LMA O.0111:l .0101,S~/
U~~. I~~oslo 10 00 rojO IA ~u:2 /000000. Mark, 1 15.I2S89Il,.314 Conlols TELEMECONIQUE, G E 10.00.1001001nT .,l~l~
I ISO .1: :30 COS~~~o~o I I ~NA POL I, I ~tA CLIMAXA Or.1 IS litY ao'.:.. 00181~ ,l* 11,00100 -6;rlO o 300 13E ,EMAC I MAGRINI I P.osel0' OCOIOU.* 0.Orolr.aI
.0 Ii I I S~~~~~~~~~~~F. Casing! K IOPPERAI.ML C( I,, ---onII0 P.Ou 6F Cosipil KOPPERSORSTLAMtENIT I ITsoIoaI '00 ________ ___TIE UNDERSIGNEG"HERE13Y CERTIFY THAT THE ABOVE IS A TRUE TABULATION OF THE TENDERS RECEIVED
TIPON ANC oofoe ---A-. WET PAKISTAN MATES ARD POWER DEVELOPMENT AUTHORITY Du-0,




TIPTONSHEUL AN AMAH N
WEST PAKISTANTIONADAL A.NCO DUNT
WATER AND POWER DEVELOPMENT AUTHORITY ENGINEERSCOSRTINFTUWELAD
LAHORE. PAKISTAN DENVER. COLORADO LAHORE. PAK I STAN POUEETN NTLAINO QIMN
HAROLD T. SMITH, INC. HAROLD T. SMITH. INC.T HAROLD T SMITH. INC. ~HRL .SIHIC
ENGI~aINSESTIMATE1028 Connecticut Ave.N.W. 1028 Connecticu w.N 08Cnetcut Ave. N.W. 102 Connecticut Ave.NW.
BILL OF QUANTITIES ENItII' SIAEWashlngton,G, D.C.U.S.A. Washington, 6..D.C. U.S.A. IWashington, 6, D.C. U.S.A. ~hntn.DC S
A t er n ate (a) Aitoe r n a t 6 b Alt a c ___________UNIT COST TOTAL AMOUNT UNIT COST TOTAL ____NTCSAOTLAONMNTCOT___OOAUMONNNTCST TrLAON NT OTTTLAO~
ITEM ~ ~ ~ ~ ~ ~ ~~ 4 DECITO1NT QANI OTO OTO TOTA IN PO TI1O PO -IO TOTAL IN PRIN PRIN TOTAL IN PRNoN P ORTION POTN TTA IN ORIOTAL IN PRIO TION TOTIALEIN RTIO TION IN ORT IN PRINI OTO OTO OA PRIN PRIN TTLI OTO
INI IN EQIALE IN EORT'IENT PINO IN':- MYIAET I NI QIVLN NI Q.IAET ]TTLTTLPRIN m
NTO. IECRPTO INNTT INIALN ENIALN INE IN EQIALN INNT IN EINIAL INIVL INRUINNT I N EUIAET I I QI
INI.Ka I. IUnE RUEE RP E QUPEAENT A. M. .RPE UES 0 RP .. RPE UEES 0. M. RUPEES RUPEES .U. RUPEES RUPEES OM. RPE UES 0 NJES RPE .M UES RPE .M UES RPE .M UES.RPE
RIIA 1T I D.MI7,
III~~O (4. RUPEES RUPEES M1 PECS2 (3 (41 111 11 17 (9 191 (21)S1 22 131 141 (21ES61 15102..121M. 0
CONSTRUCTION OF TUSEWELLS- - *- 1 ____111 32131 34 01 51 (3139(51 (1
I Drilling of tutiewells [I n. feet 110.000 860 20 5. 0 .5,.025 139S.000 4.01.000 116* 2.56 3A.,Al3 "I6 3.3"b".. __________2.. 1 FigrRsiis and install steel caging Pipe. i4Inch 0.0. fin. feet 92.500 3e4.SS9 N.OO 36.00 4002 16.0 500 11 0 IS6 311 S3i9N 3*25 7So.S___S Furnish and Install steel caing pipe. 16-Inch 0.0. fin. feet S.700 2161.67I 6.00 40.00 26.5091 62.900 51411000 '9.60. IS-51 3. 0,2. 5.,64 Il.1S
4 Furnish and installI fillerilae casing Ppe, -nhoo I.fe 6.200 37.0 SI 5.00 $0.00 234.422 31.000 310.000 2. 161w 4S asis 161.611 L93314-0_ ILUAT36 -. . ----~- -- -_F urnish and Iunstall fiberglass casing pipe. 10-Inch plain lIn. feet 500 46.22 5.00 60.00 "S.,520 12.500 150.000 30.660 AA. 6t0 46-216 ;6622 %1,311.5 %00"'SS
6 F aeI end Install fiberglass casing pipe. S-NIct, screen lIn. feet 50.500 45.38 5.00 29.00 -.9.5 9 9 .073.67 00 3.9. Gi 44263 k,5,S2 ,(54,~- .50-. .-.. -. Furn4j" and Install filberglcie casing pipe, 10 -inch screen 112. feet .0 46 .0-00 --90I d I54.0 0,8A u~~~ ~~% . 4..... f -..-.....1. -, ..-
0 Furniesh and place grovel shrouding In Ofe n10,0 1.66 9.60 11.50 144.000 f045.0001 1.266.000 2..\"9 5.220 1 5.649 2306dil3.,.02~. .. p - .~-'---..---.-....-9 1Dvlpetadtsigtubeell 475 1.344. 48 1.1000 2,500 63620 475.000 1,233.000 ~340.,Q~~..I~,4 ,.-. .--. ----_____SUBTOTAL Construction of Tuhewelle 7146 3.75 .70 1252,0 S". .S .. ...' _ _ _ _ _ _ _
CONSTRUCTION OF APPURTENANT FEATURES _________________I0 Compacted fill __ _ _ __ _ _ u.__ lid. 300 1,68_ 16__ 00__ is_ __ 00 50 4.600.~ 5.5 0.00. %300 k..6.. 0." _4. ---I--- -.
II Concrete in structureseu d .0 42.02 26.00c 300.00 126,060 750.000 900,000 110 I16%c 3e- .f. .sp O2B l.0 O-Iw -a -ki.. ....... . .. ~ ..- __1 Stick masonry cu.___ yd.. 320610030015s 60 9220 12.40 135.00 1500059 84062.6 057.250.2 95,0 7-8 --oo %M. . ..1[ -10iiw 76400-0..-.--0...-------.___I1S Pump house fixtures puphue 45 105.04 R25.00 720.00 49.094 566 976 3564900 7095 M \S,4%O 'S 500 3SS000 ____ .L A... -I4 Installation of equipment tuoel 7 e40.30 3,0000 2.00 399.143 570.000 1.046,000 3S2666 T2.01 1.1. .2186 as-(2602- S.L. R___ _____ I -- - -~- I -----~ ----SUBTOTAL Construction of Appurtenant Features 655,611 24,953.259,600 ~- .'A9-159__- ~__PROCUREMENT OF EQUIPMENT ______IS Pump. motar and motor control, 2.0 cuseo f 40 feet each 37 3.300 7.462.00 '1392.00 287. 100 649.455 991.000 83.W,6.2 AILSSI r241.. 6 n,26.i1 '.* 3.N 5255 1421* 14.5 S31% ____ ___ __IS Pump.motor and motor control. 3.0 cu$e*e ot 50 feet each 14,6 4.200 6,190,00 13.1011100 613.200 1,1911.740 L926.500 00.S 5.1.5. I256.S 544 I A.6 0o.11 .0.4 84 325.0 115 5AA 22s 6194~~~__17 Pump, mtor and mator control. 4.0 cuseses of 60 feet each It6 5.100 9700 9.00 642.600 1.22.200 1.97,000 %0065 ik ______Rj __301_ .0%__ _________ sl.39,\______If Powsp.motor cod motor control. 5.0 Ceesel et 90 feet each ies S,?O* 1I,8303e120 .17.600 2.074,500 130ka2 Q1.62 D So S2 4-o44 _T43 __________ _SUBTOTAL procurement of EdArnenl 2.204.10 .4.34.99 6,970,000_____ ___CONTRACTOR' S CAMP ___ __ ~eeP24.6 __ _IS Centractor's camp Imp sum 400,000 400.000 1___ 0___ _______-.6-o0 ,2600. 61 qcIPAO0 100SBOA -Cotatrs an 400.000 400,000 ".2 3L0.60 .0c L06,060-00 o.8 2O000- 1.60,60. 0.0 20 i 0 6-~'00 004a06s696. o60 __SUOTOTA -EDE PR C n10.231,1inp5 10.964.62 23,160.000______ _Cos*", duties__ _____1 __ _______ _Tons EDRPIE-12115194603.6.00 ________~ l.A~S. -,.2.1.0IJl~1S_______ ___ ___ AIi. 1~1. -5i3i..61~~~----------_____________ _______ INCLUDIN C56. DTE ADT
00AufAVA% 02' _______________PC OF___ TENDER_ GUARANTEE AND___ AMOUNT_ _________LI MIAv13 P5-QkV0 a
Cncludes dutle Pup CLIMAX Motors_ InldsK___upIMESM trncueSBPup LMXMoosIc
____________________________________and_ Motor__ Controls and__ __Motor____ __Controls_ _______and_ __Motor___ ___Controls_________Moto_Tasing (Fiergass KOP ER Caig (___ Fiberlass KOPPERS Casing. (Fiergass KOPPERS _SUPPLEMENTARY ________________________ INFORMATION_ _____ _____ ____ISTluUeATIECO PumsDLIAXMooMAIcldeKSSBPupsSIEEN Mtos ncuds S Pmp CIMX Mtos nCkda EC-Pmp DCONEMA
and ~ ~ ~ ~ ~ ~~~~~~ WI MotorA Controls9 anV Moo CnrlsadMoo onrl MtrsadCLMXMooonrl
Ceslng.~~~~~~~~~~~~~~~~~4 (Fbrls)KPESCsn. IfbrLANT) K-V4jL O ^AER CaCn.(Fbrgas)KPP S asrK.(ibrlas KPPE
SUPLMNTR INFORMATION O SHIOU
TH NESGE HRB ETF THA THEj~ AO It A~3j9~ TRU T.QBLw. OFTETNE$RCIE
BY. ...................... c.5 hov 1.A6T C. W ........A 9.'.so S~( S-*.I ~~.tI5 A. ~ U L N 9.43.
N~~~~~~~cI~~~~~~~~ts~~~WS PAKIs.9. 20ssas% .N. ; 65..1tT C ~ S TANR WAV.T AND 55 9.332. OCVCL029.'IEN61 AUTHORITY.




WEST PAKISTAN TIPTON AND KALMBACINCLOETALOB
WATER AND POWER DEVELOPMENT AUTHORITY ENGIftIEERS CNRC OUET O
LAHORE, PAKISTAN DENVER, COLORADO LAHORE. PAKISTAN POUEETN NTLAINO QIMN
SWISSBORING OVERSEAS CORP LTD., SWrSSBORINcG OVERSEAS CORP. LTD., DEUTSCHE SCHACHTSAU -UND TIE FBOHrIR G M b H SOUTHEAER ASADILGCOPN
BILL OF QUANTITIES ENGI NEER'S ESTIMATE Theaterstrasse 20 8001 Zurich Switzerland Theaterstrasse 20 6001 Zurich Switzerland 139 Waldotrass O AIT
UNIT COST TOTAL AMOUNT UNIT COST TOTAL AMOUNT UNIT COST TOTAL AMOUNT UNITCOST TOTAL MWONT UNITCS __ OAM~f ___UI OTTTLAON
ITEM! DESCRIPTION UNIT IQUANTITYPRIN RIN PORTION POTINPORTION TOTAL IN PORTION PORTION TOTAL IN PORTION PORTION TOTAL IN PORTOF OTO TOTAL IN PORTION PORTION TOTAL IN PORTION PORTIONN TOTAL IN PORTION PORTION TOTAL IN PORTIN PRON TALN PRIN PRIO TTLPd OTONIOTON OALN POINIPRI TT IN
141 D IM RUPFEEl RUPEES 0.M RUPE IES RUPEES 0. M. inl RPE RUES .M.In TU'E RUEE P M IRUES UPEES 0. M. Inl RUPEES 0. RUEE . RPSRUES RUPEES RUPEES D. M. RUEI RPE .N UES RPE .N UESRPE .IRPE
131 in 6 7 81 11 10 UPE 11 13 RUPEES RU5 D18 M.EE 111 19'U~ S 11 10 21 I (4 25) (26) (271 ION2) (291 I1 ) 11 (2 13
(2) I3) (4) 1 15- -6 -7 -a I9 (13 RU~. 1361 (141 (37 (16) 1391 140 21
*CONSTRUCTION OF TUBEWEL S______.*----1~- --.- .----- --I__--I Drilling of tubovilis lim. feet 110.000 19.07 15.00 50=.00 '007?O 1,6000 4.1.0 28 '.%I_23.__,50,0000 4.015.000 11.2__2 %1 (.11_ 1'..o S -___ S6,__ _______o _______0 2..__ so__ ____
2 0.0 2.9 .0 60018,006.50089I 6.00 __3II0.00. o 'L-1%, S500 Lo 1.2. 1034 41.S. 1 isiE.S~ __Furi- canin iptl tN..~~~tipe, 14-Inch 0.0. liS. feet 22.500 20.57__ .00_ 605,025 3 .00 $55.000 ___ 19____ r.___ SeS S'C100 L
3 Furnish and install steel coming pipe, 16-Inch 0.0. OIn. feet 8.700 05 .0 40.00 24S.559 52.2001 348.000 % 4. kA, %1-1.1 4 St.+-o24.2. ___ ___ ___ .0 01 .3S \L 4,3o2~~S 3 0.1.38557 .%,I sS 3. 3- ___ __________Funs a1~~~ ri install fiberglass casing pie'-nhpan ln et 60 1 500 5.0 2442 3.0 1,0 ,.6 1-s1-..3
5 Furnish Rnd install fiberglass casing pipe. 10-inch plain lIn. feetf 2.500 46.22 5.00 V 00 1 11.5 1250 15000 '36.0 a___ a___ 'is__ ______ SS'__6 Furnish and install fiberglass casing pipe. S-Inch screen lin. feet 50.500 45.30 5.00 59.00 2.291.690O 252.500 2.979.5001 Ao 121 4..8 .A3.'~ 122S 3\00____ ____3.!. .2. .0 3.34co _3 3oO0SS..A. .1I ..40.\.,543- '11P'sOI.3 __7 Furnish and Inetall fiberglass casing pipe. 10-Inch screen Iin. (aeet 19,600 54.82 8.00 70.0 1.0609 97.500 1,308,0001 4.k% 3.4 21 5. 30,'sx 1.3.,\o1,4, oSC O' 1,0 1,.., 11133 8 13 S.4I .2AA jj
8 urnish and place gravel shrooding (I. feet 110.000 I'$ 9 5 V 11.50 1 0.800 1 .045.000 1. 265'000 1 2-ts- 0% .78 ~4,o -5-%q9 -X__ _______o -___ 1' a '3*L'o I. C.o .o.P .o3lu ..31
SUTTL Developmentn an fotn ftubewel 475 1.344. 46 1,000 2,600 636,620 475.000 1.235,000 1.52u 3..1 SA\0o -%),? P08.8 3. .3 SA,8 0 ~%35 ________________CONSTRUCTION OF APPURTENANT FEATURES 0 1.0 6.0 1.0 54.50 o sso-so, 1,oA4- so Oo s*o SSR a __I I Concarete in structures cu. yd. 3.000 42.02 I 250.00 300.00 126:060 E 50.000 900.000 0 \5So %!IS.o 0. 5U3.0.1 BsoooIG So 1 Ss 'LIS~' %S.'.00 (*44,11%. B1460~ 0 .4)I .1ZLR 08&$i -SSso
I Brick masonry _______________cu. yd. 6.350 12.60 135.00 150.00 80.010 '6.20952.500 o 5... 53-.0 g5ES.! S'Sos3' ___ _________ 10 Is.k. 5. Olso.9$SS 21c 0 -"23L133Ee-0 'u.. .V-7___ ____14 Installation of equipment tubewell 478 140.3 1,200.00 2,200.00 399,143 570.0, 1400S2o A ~ -____ ____000 1,045o,000S'o %43-00.4-1o1s-.0,E(A1-A'1%6.00 %'Soo I.5'l1.0161 1112[.O. I5 %So.Sa 5'33o ______ ___15 Pump, motor and motor control. 2.0 cuses at 40 feet each S7 3.300 74 65.00' 11.392.00 280. 6 .5 ~ 99f.000 %,$1(. 138S 3L5,4\ "8,4%, S'~s \\,0,6.4.q %A4,3SSS X,4,5641 .I__16 Pump meter and motor control. 4.0 cusses at 50 feet each 140 4.200 9,700.o,00 13.169. 00 643200~.~.O 197000 1 1.195.740% 4o3 51..Eu 2,.S .51.2. 1..4n 5L704'A ''.M' o's.r I. S I 5175' ,,,, 1,4.k01____ ____ ___ __17S Pump.mter and motor control. 3.0 cusses at 50 feet each 126 4.200 91700.00 15.769.00 643200 '1.222.200 1.98?.500 -,E 1\A5111 357 5I1,L vsA5,51-51,S IL-,X1 Ls,4o .,45nS 42.18-5s114 S'%. %31 .1..1%1.2..32 ..4.. 445X 788.______Is Pomp. maker and motor control. 5.0 cusses at 60 feet each is 5.700 11.10000 17.08300 661.200 1,287,600 12.074,500 I~3%. -'T.1,3,~ ,-E 4p7E \S lo 1lis__ 213.~ 0G 42cs, %11N.G 5.G243 'L3). kfrAb~o 3,G-)(.1 X15343. a.%,5 2,268 ss,373 ___.-k 4,__ 4______ %,______- .k
SUBTOTAL procuremnent ofEiuip-et 2.20.10 4.34.119 6.7.0 1- N-1- -JZOI____7,.32. sI.-%5 ~i%~L~ ___ ___CONTRACTOR'S CAMP.I_ ______ ___ __SUTOA -otoco' Conampar Cmpis sum__ ____1 400.000 400.000 ___ ___2..I5 11. 4%X1. ,.3u.,2 4..11- ,,,, 31&~ ,,,, ~ 33.~
TOTAL TENDER PRICE __ 10,231,175 10.990.620 23.160.000 1___ .3__ 67,__ .1__ IL__ Ii'0 364-f.15L\:.. -1 -15E~ ao5S3~,.1o 5,.1 u.
Customs duties____ fPS S USC15SSU%31*un3,7
TOTAL TENDER PRICE INCLUDING CUSTOMS DUTIES AND TAXES__________________I___ ---.-___I______VAuElS JUILLE. tndSs28RLNC 0.0. LD. %N 8EST PIL. f L-~80, Vs~o wo.,.U0I0 Nk86
FORM OF TENDER GUARANTEE AND AMOUNT V.5L'f 8~11 k A.R.,HI S..e54 S~s '&' -, 11 4"10Ccsop~, 0' 17\%o1 1.5 j.G~Eq.*A4'f ~*.0
Includes KS B Pumps, CLIMAX Motors includes K S B Pumps. SIEMENS Motors Includes K S B Pumps, SI EME NS Motors IncludesKSBPup IMESMtr
and Motor Controls and Motor Controls and Motor Controls and MotrCnol
Casing (FibergIa ss) KOPPERS C a s In g (Fiberglass) KOPPER S Casing (Fiberglass) T.50'- Casing (Ibrls) RUSIKC P
SUPPLEMENTARY INFORMATION W\T0L AVI 'to. C-0LWEB.'f~ 140.S w~p o 5\j.9 ~H. JL Ps.~
P40TqL Nr:ILQ.' "LAUL u~~t..
STIPULATIONS AND REMARKS --' CT F 07o.SLA." L1.lSLh.0.49-C. -6O,91 ~"9079.9.AVI 4.... 01...01~V'.
L. C- r- WOFRAl lS.1P( -N \.'1. I 11% Is \, 5435.5 OS 135s, 1,.I3~O~L~~l 4.5*N N1 OLIN1.S e-.A,.C Qo.\...s' FttOb
\Ki-1...As2 0 SESA 0.0.0.51554 S ol, IN o oos ~sr..ST9s RV..
THE UNDERSIGNED HEREBY CERTIFY THAT THE ABOVE IS A TRUE TABULATION Of THIE TiENDERS RECEIVED
BY.
TIPTON AND LMACI4,)INC REST PAKISTAN RATER AND POWER OEVELOPMENT AUTHORITY-3 -




WEST PAKISTAN TIPTON AND KALMBACH. INC. KTLUUI
WArtf AND POWER DEVELOPMENT AUTHORITY ENGINEERSCOSRTINOTUELLAD
LAOE AITNDENVER. COLORADO LAHORE. PAKISTANPRCRMNADISTLTONOEUPET
JOHANN KELLER G.m.b.H C I T RA A ND PARTNERS Soc. An. FONOEDILE S.p.A.
BILO UNIISENGINEER'S ESTIMATE Hanaue r Landstrasse 334 16 aBd Mae Cbs A SI Via. Verdi, 35
Frankfurt/ Main WestGermany FRANCE NAPOL 1, ITALY._________-UNIT COST TOTAL AMOUNT UNIT COST TOTAL AMOUNT --- -UNIT COST TOTAL AMOUNT ___UNIT COST TOTAL AMOUNT _UPITOT___ T~LAON fI OT__ T.AOJ~.
ITEM DESRIPIONUNI PORTION PORTION TOTAL IN PORTION PORION TOTAL IN PORTION PORTION TOA N PORTION PORTION TOTAL I PORTION PORTION F-7TAL IN PORTION PORTION TOTAL IN PR11 PORTION TOTAL IN PORTION PORTION TOTAL IN PORTIO PORI0 TOTA IN PRIN PRIPTTLU PRIN PNI TTLI OTO'PRIN TTLI
INCRPTO INI ETOA N I OI~LN N N EUVLN IN IN EQUIVALENT I N I N EQUIVALENT IN IN EQUIVALENT IN, I N EQUIVALENT IN IN EQUIVALENT I* N EIIA NI OIUET NI SYLI N EOIN
III 121 lii ~(4) 0 S (a) 1 A1 (9) 1001)lS 41 (15) (16) (11 1161 (191 '20) 121) RUPEE 123 1- 4 (22). 121 171 (260)0 I)(2 19 31(5 96 9 S)IS
I CDrSTRUCIo N l O Fl TUEWLL lift. feet 110000 18.07 10.00 36.50 1 97TOO 1.680.000 4.018.0001 uaS To %.5Ii2~V(O 4..0,0 S51 Lo IIII..I.P. Nyk0.o _Sr. _- I5 o. IA ,~pN .1,O 1S40 ___ _111. gflS and INStall steel cosine pipe. 14--inch O.D. In. feet 29.500 26.69 6.00 311.00 6"'025 134100 0 S05.000 \S- ______ .'I---- 3 -b' --1s -i.'S 1L-\%
3 Fomfgh and install steel casino pipe. IS-eN 0.D. lIn. feet 5.70 4.0 220 0500 6.5 o.o 2.5 IA 6 .o0 2 3 2111.5 6.00 40.00 1.~26 249.66 62.200 349,000 14. to.S~ I'\.~ ... 34__ __2__ %46% ______0 31%'S30 "s-___.&__'l
4 Furans and install fberelose casino Pipe- S-Inch plInI fin. feet 6.200 37.01 6.00 00.00 934.422 31.000 310,000 k.. .,0 SU.06 S) -. IA~iI vI-11, Ls(..% 2-*.%ft2520 & Ae 5.IO 4 ~_____01 Frihand Insall fiberglass cain pipe. 10 -inch plain. Ih. fast 2.00 46.22 500 60. 0 15.0 12.00 150,000 3S.5 X% .o .49-5%3A %SX". 600 S 33 2.1- .11112. I %.SSo 46 2. -.' 5 so%a* 0~o 62.o...... ___ __Furnish Ond install fiberglo csw g pca SIshncoenIpipet.0.00 453-5.0n0.0h20Scr0een60 .69.00 s 4 to0.56of32.50.500 -. 23045.39 1 5.00 .o 0.2059.0055~ 2.291.s90 252.500. 2.979.80 %%.4__ -A,__ 00__ ______I~ _____X SolI-,..
7 Finnish and Intell fiberglass coming pipe. 10-Inch screen lin. feat 19.000 64.02 5 .00 70.00 1,066.090 1 97.600 1.35.000 yhs 4-o0 S4.595h 261 4,o '6%oo, 1\\ -%6 $.6 6.-1 U 4 -a'i, .. A4,.4 .433.5?.t 51.6c 46o %iS4U%0 11 00 \%1,666 LJ___ ___ _s_"___"___,__S Furnish and place gravel ehrooding -ll feet 110.000 1.00 9.50 11.60 164.000 1.045.000 I. 2115.000o 11-6 S 269 97,4oe .0"oo S8k55 X 4 (6-4 5.1.26 L44. 64@ IOi I6 2.5. ______9 Dvlpetadtsigth al 47 1.4.8 100 2,0 63064 475.000 1.235.000 L'%i36,-0. I ___ 6 1.Im9 2. \.020 3223S____ C...O262 O 1______________ ___ ____ _IOBSTRUCTION OF APPURTENANT FEATURES t -_ _500 00 .00045 S.0.0 91SU50 Ir10 134.9 9-10 4;921.6 6-465 Poo.55 9/6.,511 -%a10 1 0 6360 15. 3 1Stc C mcted fll c. yd. 200s .A6 165.00 150.00 $*04I 4.250 5.300 S.%% i~ 14.e 21.076 '1_0 \O. %15.61 &3c '15516 So %~ 44 44 S6 16. ~ ___ _A ump hoive fixtures lo hous 478 105.04 626.00 760.00 40.494 "0.6875 26.500 N', S .44S.06 6165U \253s, 3A.6T6S S I p A, 94 S52.. 62.6 4f4 216375 -642 V3..6c 4 S5%So %04,1-0 -It4.
ipsel6IIEion of eqipment tovl 470 840.60 1200 220 0.0 90.146 j670,000 1.045.000 a6% ,3Sc ..565 36i2. VI,'S6 41722.0 660. 337. .13 %I-h'voo 2.O5.-1'I S.D.a 4 c \A.0060 .?ASOOS &',Ooc SA_'4L5____-IS CUEMN OF EQUIPMENT 1..-.'6.123 53I I ,6, 25,c.[oo .Ipl________19 Pump motor ond meter control, 2.0 nuance ot 40 feet each 97 3.300 7465.00' il.39.0O 207,100 40.455 91-0 5-L.24 S%4o !A s tjto% -k 901.000 \,Arta2. 1544Cc 5s99.3050 IL- S5 ttSI 11,%10 X16__ 46__.9_,000____ ____ ___If 1m140O. ter and motor control. 3.0 buaeep.S o0f echt I46 4.200 8.90 1."00 613.200 1. 19.4 1.9211.50 .s~ & ss261 S. ... 3 j% '.. 11.30a %: 1.5 % :____ _______I up~~ f 'I motor control. 4. 0 cases* :0 feet each 126 5.100 9.0.011.6,0 642.600 1.222.200 1.987.000 1:\LA% Ii 3.411 -.1L~ 1 .v. l %.'o ~ c %S~A -\f.~ ? 11 c r.. 3% %\'* so..so alen N5& A'6 %_____ I*___ _I7.j...Mose ."d metor Deal_ at,_ 5.__ 0__ me*" 0__ 4__eoh20__ 13SO 0%
JSTeeeee iu*A profet e2 6 070 .60 .2.00 2,3,9 .074,0 S46..3..4c 36i4o 6593.13463 3 V3. 3o,0 5.10\6O'2.Vo 'o ... a660 64-10 I.165 ____ ____ __22400 41004,000 4070.000 .41,066.i4% 73.31. ___~ ___ a'56P,3 I
A campCIr' Camp______ lip1 400,000 400.000 -. -l 4X 4225. 2 13- Ajl. Ass.%~ Wi1. 4.o.33p __I~ TOTA .EW _. !I i-,CE1.3-36.0
4Ass 0.0 17.L____ ___ ________ _____________________ _________..J- .........-.-.....4 .. ...
- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Pms KotmEtc S_ 8_ Pups K_ 3_ B_ Pumps 8_ ___ K_ 3_ 8 ___
~~~~66~~Moos SIEMENS_________________ Motors. ______ N___ S___ Moos NEWMAN- _____ $1__ E___ M__ EN__CL
___________________________________________ -otos SIEMENS Controls.- JOHNSON& PHLLP SIEEN CLIMAX L f l __ -- ___*1 ________________________________________________________Casing.__ (Fiberglass)_ KOPPERS.______b_______.__Casing.___(Fiberglass)____KOPPERS___Casing.___(Fiberglass)_____KOPP _ER__S TUPALE ENDR PNFRCETINCDNg CUTM.UIS1NkAE.0__ ______ ___ __________ ___ __t~.tM-%E. V(04z6.g V IQ IAJ.OL0.6N X".ov~ AxTS 'At0LR %2-cl. '67.II.N4*.T.o19 1 L TLOSt 2-0.
A,% OFk% TENDERt~t,1 SU RA TE ANDoIt AM UN C..LOGAE \S.. &V\0W. 1"~A*64 -1 0.P6.V,5k rl.7odb X
~A-0PS l. A~ 004 I'L6 ~ A.4VEV.*2 V2.8~ d~66 04I*. tc.73~~6 0,~~5( 5.0 65E ______________________PTVs KSK SePmp. KB ump. ECOK3
Motors.SIEMENSMotors SIEMEN Motors NEWM-B O SEENd 04
6.0.8 'To 06 0I LV 006.24 014 "RIta tav
A..6O L;t5N 60I6. WO6 %'' "31S C.L..'u00 t.~S1. 1r. D. :9, t.6 -'J I.!:
9-c.1 6 e 62 r,49 2 5 ) L.~ L T b ,. & 6 6 5 V ....L J6 O T 0 .. 5.5 *60u 05 I
0.5~~~~~~~5.~~~~~~~0~ 460.4 IIIV,0U 6 A C6.h6(E ,Z -oL .V44 't T"0666 SS S.A66 t 9..121 61.65567 6*0 LI.0%%6 0.J
Cl.17VA5bu~tANS A.1.0. %T ,.tT %%.55~ A,0I.66 WAA "...11.40 -*1 4
By.4 1 6 ~ 5 .. .~ 0..- 6 ... 6. I 40 ...........
TIPTON LA.~ ~0 A1.0 WSPNSTI WATERL. AND POE DEVELPMEN AUTHORITY.66 *
L5 .16




TIPTONSHEU~ AN AMACIC
WEST PAKISTAN T NNEEAMRC.SN.KG OUUI
WATER AND POWER DEVELOPMENT AUTHORITY ENGINEERSRD CONSTUCTIO OPATKEISTLAAN
LAHORE. PAKISTANDEVRCOOAO AHEAKSN
HAROLD T. SMITH, INC. HAROLD T. SMITH. INC.
DIL OFQUATITESENGNEES ETIMTE1028 Comew~kckut AV*. N.W. 1028 CoowiCtlCUt AVIV. N.W.
ILLO UNIISEGNE'ESIAEWashington, 6, D.C. USA Wash(ntn6 DMAC. USA
Al t ren a Io a p _______ OA MUTUNT UATI PRTONUNIT COST TOTAL AMOUNT UNIT COST TOTAL AMOUNT UNIT COST TOTAL AMOUNT UNIT COST TOTAL AMOUNT UI OTTTLAON NTCS
NO.~I IN IN PORTLE IN IN TOTANLE ININ PORIUIPTOALINT IN IN'D "OLN IN IPORUAE T IN PRIN TOTIIAL OT IN PRIN QUTVALERT I IN EQUIVALENT INIleIAdINI OJVLRT I N EUVLET NI OW8
D.E UNI RUPEEST RUPEES e G _M R IEE INE GIM RU E UPVE NT .M RU EE& UPEES N III. RIPE RU E S GMOUES R PE . R PE U E S D M U ES R PE . R PE IPE .M. RUPEES RUPEES RUPEE RPEuRUt .U. R Il~V R PI
CONSTRUCTION O" TUUIEWLLLT R___ I___ leRUEEo___ R
Pt RUPEESn 0. tM.wII S~n fupet 110.0 11.011 RUPE00 36.30 A~6.0 RUPEES00 D.1100 M. fit)6 12313 484 426)0 (26)
I Drnlihnd itu lls oiogasesn ie -nhsre n. feet 50a.500 48.07 1.00 66.00 .1.610 o 1.66.00 .7.000l10 .4.%.04 %j4.."* ,31 1.k"u.'. ___3 Furnish and install teelas casing pipe. 1 0-inch scree tin. feet 10.700 24.67 6.00 70.00 110.11111 6".400 40.00 %4". 6. ZZIS 30"3)0 ____-____ ____ ____ __4 Furnish and pntlac figlas s chrauing P.8ic pl in t" oot 4,0200 17.0 6.60 $0.00 234.400 .0600 4.560*0 X1.100 4. sew W. I .1 .O1Re ,3515.
5 Deuelpmen and tl fs rgasaingpp,10 i lan ln fuewet 4760 .4.40 .00 600 1151640 12.4000 1603.0001 31.s S4M64 % %'s6I) LS.~ 6.3 GallsSUBris TOTA intl Cierla slcin ie -i ofee Tive ot $060 401 .0 00 2.291.40 3.76.70 2.3.5 _____ 3006 __ _______ 4.3UsA35 S2.V L.'_____) ~ cSk)'1 ____
7_ __ Funih- --istllfi- -lsscain-ip.- - --cren- --tot- -.0-$ .- - --.0-106.- - - - - - --,34-A Gw is -03Sow )1&
CONSTRUCTION OF APPURTENANT FEATURES ______________________________________1 0 Compacted fill cu. yd. S00 1.06 10,00 16.00 504 4.800 6.500 0.000 %X410 %3.666 .A ~ ~ o. __I Concrete in structures cu. led. 3.000 42.02 211000 300.00 1241.060 760.000 000.000 11.700 2.13.M _______ 3346" 0"l6 3065
Ii a stick masonry cu. yd. 6.360 1I.60 1115.00 00.00 60.019 $674"0 "*0.$D0 7.116 12.&.04 %'L-9 44"50.64 '16,660.6 1110 II.-t ___ ___' --14 Installation of equipment tbelwell 476 640.30 1160.00 2.200.00 399-144 6 ?0.000 f.046.000 331.4-61 '12,6 O *%8.k3128.Pm os itrs~N 7 060 3.0 700 4.6 4.1 6.0 686 '4 N %,n-SA li65 S2,420. 3 Lipb0.________ ___ __lieBTSTA1. Coastrectlea of Appurtenant Feature6 56.1 *7.3 .169.50 ___ ____ _10)54 zX111)S0. .3__ 0___ ___ .0S)6O 413115 0___PROCUREMENT OF EQUIPMENT ___ ______ ______ ______ ______ _____15 PYmG. motor and motor control. 2.0 cusses et 40 foot each 97 A41 Lies.000 %900.00 490.648 0 "61 66760 201t4.60 Si4atm.. IXA. -k~~.M 4'X%6.t 06%%I,(.IS. 4 ~ I6 -kS. tiy102 4 _____ _I16 Pump.metor and motor central, 3.0cusocs ot 50 feet each 446 060 l46.08400.0 1.001.10 a 34.240 1.30 2X6*eboe GJ4 am ) -60 32.',2RLi6IrI*I.6 S l.23 5 0'6% 30 L i' ______ -%--6
I17 el etr ed oto ctttl.4.0cunds6moOteetreh 16 see. .7..6 4.00.00.0cusses33.740147500 2foot* 3 seek3o2.Its3,. am .I."4 l.?4O.S56 11.700.00 062.40I9 22.2y6*. _____NI _____ _____ ______6 -6t).^ 21,1110%2IP1
IS Pump, motor end motor cositrol, 5.0 cusecs at 60 foot ech el6 *JS6.8 1.1160.00 13.0000 07. 300 1,077..000124u100 % @",00 3S44864 %P346 %4,5.S'0 0.3.:S%) 32.S.sz.1 l1.%ll .0l5~ 1 ~ ___ ___---__SUBTOTAL- Procurement of E04uj me~ 11.0111 _____ ______ ____A________,*"0 1
CONTRACTORS CAMP_______________________IS Conractor's comp M__fNP _e6 000 40.60 0.66 7-6%"8*4b% .A668__ __ 0.1*,6.038.-
SUIITOTAL- Coawtr6s Cp ____ ____ ________ so D0 46010D ___ ____"__ 060200.66 La ~ t.8 _______ is__ _______ ___ 20000
TOTAL TENDER PRICE u ?eeo.u 1 t60"- SE..A -.-
Customs duties- -- .3,.-- -- ----TOTAL TENDER PRICE INCLUINO CUSTOMS DUTIES AND TAXEI- -- -- --
%A%,% %v. u.Ac.IE C.O., .:rs. %At S40N.t.
FORM OF TENDER INIIIARIIANTEE AND AMOUNT 'Tv5. VIll,4I.6%91.C.440T0 l m~4IA- k
I ncl u des B ECO Pump~s, NEWMA N (U.K) Electric includes WORTHINGTON Pumps. NEWMANNU.) Motors and CLIMAX Motor' Controls. Electric Motors and CLIMAX Motor Controls.
Casing (Fiberglass) KOPPERS
Casing (Fiberglass) KOPPERS 'TW 'T'LlVI's 1TA"TIS 'T"A"T C.1.9 '4A"LLU '3'
SUPPLEMENTARY INFORMATION. V...2.1.,'%eqv,) IS44 ott 445 J~f%61 .410
s.. .~&S~ lA.4. Ao S Or- T
%%cA:- 9-u-As- ".AI,6'Ts C. MOIAVIAsS 96.Ol T.960 V 10V LIE'"ILS, 0V C(6.Sb%.,1T I
9SEC11.1" CI 0 ITcsI. 405 c.* glAvMsc C.811 So~09 U1NTS 92.0. 14\0W171A.4 ^ IISI.6.
30 U141.YS 11 N4NI'A A.1SCO.CITN0O 16 10
STIPULATIONS AND REMARKS %S >X~ *^Q'1AwS. *^Q'oNIM .36 oq0S_-S 95A'jI0II1S tk*
%46N4t 4 *,1OVS (y.I) SLTk6 VZ a",DKIN "a-T). O IL6 C-OUNLOLt- 440SIJSSSU1 G.W
94.6.10. 09 SO U3TkTS 9L4W6AV!~A^W .Vk%~OIO 40. c_ 2.4,L V, SI.L AN ~\ 0 5
THE UNDERSIGNED HEREBY CERTIFY THAT .THE ABOVE ISATU A O'O H EDERS RECEIVEDTEDROPNDILAP
TITNAD DC .WEST PAKISTAN WATER AN0 POWER DEVELI)ONT AUTIIOSITY 3




WEST PAKISTAN TIPTON AND KALMBACH. INC.LWRTHLDA
WATER AND POWER DEVELOPMENT AUTHORITY CONRACIDCUMNTSFO
LAHORE, PAKISTAN DENVER. COLORADO LAHORE, PAKISTANPRCEMNADISTLTONFEUPET
SWISSBORING OVERSEAS CORP. LTD., DEUTSCHE SCHACHTBAU-UND TIEFBOHR G .m.b.H SOUHATR SADILNCMAY SUHATR SADILN OPN
BILL OF QUANTITIES ENGINEER'S ESTIMATE Theaterstrasse 20. 8001 -Zurich, Switzerland 39 WaldstrassOFPKSAOFPITN
____ ___ ___ ___ ___ __I__TOTAL__ Lingenf Ems, West Germay 93.,C G legII L H RE A I T N 30 1 ubeg II L H R P KS A
UNIT COIS -T TALAMOUNT UNIT COST TOTAL__AMOUNT _______UNIT COST TOTAL AMOUNT UNIT COST TOTAL AMOUNTUNTCSTOAAMNTUICST___________ TTLAONTNO.IN PRIN 1ESALE IN TO RIN TOUALEN TN 7 EU PORE IN PRIN EUALNT PRIN P IN EPUVAENTINN ETUALENT RIO. PRIN EQUALNT PRININ EUALINN EUVARI INN ESIVL T INI UVLET NIN QIAL T
I O S T U T INEFM2 D E S C R0I1P T8IRPO NR U E E 10 i R P E S RUUSNI T 1 5 1 6 O d R P E S R U E E R U E E U P E S O UNE R PPSR P ESRU EETI O.NU E E 30 R P ESOR T IO NS U P E T AU E E 3 7 3 8 1I N1 0
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I ~ ~ ~ ~ ~ ~ ~ ~ I DIll ng of t bUel s VALEN 1 0. 00 1 .0 I.N IN0 REQ0UIVA0LENT500 l IN L33' IN IN- EQUIVALENTI IN...L..... __ L E........2.... A.0 0.I_ __ __ ___1_ __Al_
Furnish~~~~ ~ ~~ ondIV ENT61 sIee INin EQipe.EN 14- nN 0.0.A EN in. IN8 IN60 24.8ALEN I.0 T8 0 0 2 3 0 5 0 s 3~2 ~ o 0. O T'41 0 L N. P. ~ .o c I(A UA S
I FDrishn d ita ll fbrls csn ie 10-nc la n1. feet 12,000 44.22 15.00 36.00 I9.55J 1.500 4.150.000 1AAo~ 2-%.5U 000 _~1o 311 _ _- ___ 2 o. S s
4 Furnish and install fiberglass casing pipe. S-inch screen lIn. feet 60.600 45.31 3.00 50.00 3 ,226 261.6000 2 7 00 4 .o2310.000 \ SS L .''I 5-__ _ __ _........ ... ..... o ...4X'.5I 4 '1 _4'o.. .S5 __ _ _
Furnis and1 insal fiberglass casing. pipe._ 8___ -_ __ inhsrenfe_0_04.0_.0 5.0 221.9_5.0_.7930- _As3SA -- 6 L .66
7 Furnish an d 'in sto I fiberglass casing pipe. 10-Inch screen lin. feet 19,800 34.68 3.00 70.00 1I.06.090 97.800 1,345.000 4a. %1 71-14 S lo L I S3So &%A4~ l~A _____ __ SO S.5o 465 015'p. %t'12i. \ 34611Son.6 s% ASA.o%4 ~ %t~o____-___ __8 Furnish and place gravel shrouding lin. feet i1.000 1.48 8.60 11.50 104,000 1.045.000 1.299,000 2..S .5-F.301',% O31INO____. .1 .. 104 3.,oo'32oo l ~ ~ lA. 3.O (6'. .5 ________ ____
9 1Development and testing tubewell 4765 1.44.468 1.000 2.600 638.620 475.000 1,235.000 A,~a 1S.OS..Io ~2,\.I,4.6s2&')~. .,~ I.y k,-Soo SONSoo S %lls1 .'2St3,~.~'.O4. 364 .'~% % 361_SUBTOTAL Construction of Tubewell, 7.371,464 3.780.700 1 2.522.50 ______ I__ -IS p 1'.,6I'o.3 9 So_ .-~.~3 10 13..11..5. ____ ___ ___
CONSTRUCTION OF APPURTENANT FEATURES_______________1I0 Compacted fill cu. yd. 300 lee4 16,00 118.00 504 4,800 5.500 e I 'LS-6. 3--0a ,0~ t.e a. eo 60 (.P.b .~. 'o. 4So ____ ____ ___ _It I concrete in Structures cu. yd. 3.000 42.02 250.00 300.00 126.060 750.000 800.000 -b \5S.O. INs.o. 0 __ SO 2.'S.S. 1'r~ %S.,ooo 6A6'. SISO60o a .42 9X0 3 %S~'. ___ ____ _12 iirick' mansonry cu. yd. 6.3540 12.00 138.00 130.00 9 0.010 057.250 5200 o 3c 5 o 0 SOSO sso,Sso 30 1____ I .%iro o* A5s 0 Ctl'sos 6 t...' S525p 0~20.. ___ __1 3 Pump house fixtures P hous 476 106.04 68.00 730.00 49.094 2485 3480 l5o '%o 5o C,.5 5S 29,111.07 394.50 %465-6a lao-0 st1. 1iO'_0S I 0sso *O'.S. 941L~os to S~pa 3.%'.5l, ______ a__4 ~Installation of equipment ____________415 640.30 1.200.00 3.200.00 309,143O __ S51..0, 2Uoo %.So .S8. ~~ ~ ~ l5l.l0. S.,6 '~Ss SMo ___ .. ._SUBTOTAL Construction of Appurtenant Features 655.611 24781.825 3.280.000 \N06oj13~o a\3.. 2 5.e .T5 .5c8 ___ .S.1 ___ _PROCUREMENT OF EQUIPMENT -- -F___ _I5 Pump motor and motor cotrol. 2.0 cusece ot 40 feet each o7 5,059.41 1,190.00 Z $00.00 1480.5411 103.330 607.800 *',ol3 GS-%3 0 3 1 S1,336 -.Gft ~',%461L.o5A O.5 -' .2%S1 S.'332- 1l~.~3..~. sS23 3,8 Ml1 3..2 l9t2 '.15. L.i.o3.. ~ e
I6 Pump. motor and motor control, 3.0 cusocs at 50 feet each 144 e.e111.11.11 1.440.00 16600.00 1,001,100 1210.240 1.401.000 6S3 95 % .'%l,6 4'S'S *o4 5..a.t.5oo 7(4 1.55.%.,5vGo 53 .L6.S.AI GX%22'4\T415.1 S..t 612V
17 Pump~motor and motor control, 4.0 cuseics at 50 feet each 128 8.391.N 1.700.00 1 1,700.00 1082.4211 221.1 00 1.474.000 %%-i's15 10..4. 'So J:S 3* 4"___ .... %,245,\4ATL5 11'.554 .o-1s' I1,OS t'153.. l3.,..IM3S.% 5345. 4.
IS8 Pump, motor and moo9oto,50csc t6 et ec 1 .206.32 1950.00 13,000.00 1,077,017 1226.200 1.808,000 .,SX ko(1~. ___ ___ ___ __ .,1 ~ %l~7~1.%LP. Vl~j ~ 531. %.s totS.t, iX .IA..A ~ YI.. .3 2552
SUBTOTAL- Procuremest of Equipment 3.421.194 761.720 8,071,000 ~________.. ~ oCONTRACTOR'S -CA---MP .'18~ .5.404.'~
19 CAMPrctr' -am 11m, 4u~00.000 ,I400.000 -15~ 6 1.16 34-9 1. ___- -- 3.Sp.A 31.0N A~ -.___ ~I00~ 5..
______SUBTOTAL-Contractor's Camp 400.00_____0 400.000 ..io I _____-X l___ .2xr p-0600.-SoA~I ____, f.
TTL TENDER PRICE 11.68439 ?.6.5 12800.tS. 13--------------------------------------___9.5.301,33 2123,0 ______ __1(_6 _____ 16610_%A_'4%)S
Customs duties ___0 ,3%.L ._ _ __TOTAL TENDER PRICE INCLUDING CUSTOMS DUTIES III TAXES_________ ___I __ ___ ___- ---t I i
A. 'ov'.n T 6.0. 2'. 0 ...... %.I%.00' I......
Includes LANE AND BOWLER Pumps NE WMAN Includes ROTOS Pumps,Motors and Motor Inclds WRHNTNPm Icue KSBPmp GERA
Motors and SCHI ELE Motor Controls Controls GENEA LCRCMtra~Mtr EET CMtr n oo o'I
Casing (FIBERGLASS) KOPPERS Casing( Fiberglass) i04or m2.'.ossco CotrlCang(iels)BRNWK xF
5,.PPL EME NTARY INFORMATION
Nos~t O0LIL8' 2.lN SUL IE- 54A,,
Noctb%. VaLqUA,4S OS. U.22R3N D L''.51, .8OlI u8NIT
C. bOSI. a- '4 PILO-.
1 4 a vS, 06 0 .. V 0t.I A 0 Loc3. T AKC- I t A i o, K 9 H E
I'll 1-N68 -1~ -P x'. t '4l5'. .. 0A38 09'.'c. IUS.UTOT Eo'.".20~3 3.
STIPULATIONS006 AND REMRKSS.%?UI8.T O S
IL 41,1.9 Ali...
THE UNDERSIGNED HERESY1 CERTIFY TH-AT THE ABOVE IS A TRUE TABULATION OF THE TENDERS RECEIVED
'TIPTON AND nALMBACIJINC ST WEST PAKISTAN WATER AND POWER DEVELOPMENT AUTHORITY 5 _




W EST PAKISTAN TIPTON AND KALMBACH,. INC.
;Z!TER AND POWER DEVELOPMENT AUTHORITY ENGINEERS
LAHORE. PAKISTAN DENVER. COLORADO LAHORE, PAKISTANEQIMN
JOHANN KELLER G.mn.b.H C I IR A AND PA RTNE RS SOC An. FONIEDILE S.P.A
BILO UNIISEGNE' SIAEHlinauerLad&r25se 33A Frankfurt/tMain 16 B Malesherbes PARIS 80 Via Verdi 35
BILL O QUANITIESENGINERS ESIMATEWes It Ger niany F RA N C E NAPOLI. I T A L Y. _________ _________________UNTCS OA IIUTUNIT COST TOTAL AMOUNT UNIT COST TOTAL AMOUNT UNIT COST TOTAL AMOUNT UNIT CS TOTAL AMOUNTUNTCS { OALMOT
IECRPTO UNI QUNTT I _I IN110 I N PORIO POT O TOALINT PRIN POITN ETUIALENT PRIN PRIN ETOIVALEINT PRIN IN EUVLN INN EUVLE NIN E IAL T NN E ILNT IN E IAEN
NOEUNS QUIVALENT IN I IN EQUIVALENT INi... LET M N EVVLN IN EQUIVALENT IN IN EQUIVALENT 1 IN EQIALN III
42) 11)( ) ii 61 (7) IRI 19) 100) 11 1121 113) 414) 410) 4~ 17) #0 1 fit) (201 l2l (el) (23) (24) its) (20I IS') Ife) t1 R (2911 31 0114 35 3117 16 ~ l10
CONSTRUCTION OF TUBIWELLS -- -I__ 1 h. ....- __ __ __ __ _2 Furisan d insf l stbe e el -o ip.1 inch 0. D. lifi. feet 20.000 24.09 13.00 36.00 G.68.00 1345,000 40155000 N.% .ooI S.1 0 A O 2.2.... Sctn?4t I.S.. I 336., S-~p o 2-Q,'* .4% -wT o. 5~0oO S4N ___j__FurnishI and install steel casing pipe, 16-inch 0.. litIfe .0 85 60 0 0 4 .5 52.200 4 0.0 7_____--.1 34 su l __A -'0 1 3. 4 .t B -\,S
3 Furnish and install stOerIo casing ip 1 -inch plaD n Iin. feet 11.200 26.37 4.00 5 0.00 2342 2 31.00 310.000 m,4.. 2.. V0401 J5.3 .314.21"V 2.42.SO i30 3*'-', .3
Furnish and inst l fi b r l s casin g pipe 8 -inch plain Ii feet 2 00 37.8 2 5.0 50.00 234,452 1.00 50.000 3 -SL -& A ..o. i 0 zll I % .~ O 41.101 4 9 2 ~ 2 5 ,L -,so S l0 9. 116. S 0 24% o 3 ,S1 _
5t Funs a n ist1all f-iber glass casing pipe. 1-inchsplain lin. feet 50.500 46.02 5.00 50.00 2.29.490 252.500 2.97.00 P-- 'Is 1-0 1---q -~.
7 Furnish and install fibergioss casing pipe. 10-inch screen In. teet 1.00 54.81 5.00 70.00 1.045.090 *?.Goo 1.366.000 44651 1 ___ I...... -Ip. I Ss. I'.. 6%.36 _______0 ...-..--.-.. Svc__ (-6..
8 Furnish and place grovel shroujding I fel 110.000 1.68 950 11.50 104.000 1.045.000 1.263.000 9,% .51 2.40 L.0o 50'!. 24 5,LS4I 2.400P 5-0l ~ ~ 551e 3 1.R
9 Development and testing _____________ tubewell J4 S 1.344.46 1.000 2.600 813.624 475L000 1,235,000 %-\a2. r,-3 k.)S~53lJl so.IE X %4 245".ISoo t.910 -0~oIt~2.o32.,Xl 9oo ,..6 1530 6.90,000 AlI%
SUBTOTAL Construction ofTuhewells, L__ .6'.4-9y___ 44 .5.701,525____ ~.4% %- 5--- --1l~ a..1A k54% ____ ____ __CONSTRUCTION OF APPURTENANT FEATURES I*aI- __ __ _I 0 Compacted fill cu. yd. 00 .68 16.00 50 400 5.00 0.3% 46 3\ .1 %51.* 1 .,W% 1S2 61.~ a0 44 A 2 &^.Us S1160 31
coBri te masructurds 330 42.80 130.00 30.00 8it.... 857.000 902.5000 ",III0.1435.. 5,.1 ~ S.' l2*23. 20 I 50 03 0,8 .%5. %'A3 ..o ~ 0.56 \ S ~ St3
I3 Pump house fixtures pwp 47s 105.04 8 23.00 700.00 149.894 294.075 5,0 1% 4 o 0.500. 5. S 4~XIS .3'5**)4 34 L091 6gi... O -4 0 \L46i~ A.5.- 55%c. 2-3A,8~4 ~ ~
4 Installation of equipment tu 4l 475 64.0 .0.0 2,200.00 09.143 57.0 .4.00 Et2 S001 22 S. ~ ~ 1.3
SUTTL-Construction of Appurtenant Features S5,__ 6811 2 .470.62931 3.259.600 --L.N31 I___ n o.... .-X-- ......... - -.-. ~ ~ ---~. .~....-
PROCUREMENT OF EOGIPMENT__________.. __ ..--- .-. ___ ....._________________I5 Pump. motpgr.QndmTotor control. 2.0 cusecs at 40 feet each 97 5,8.41 Z96.0 .00 00 490.642 103,530 667.300o (.IS.L 11.0. '2649' TTANw- "'v syft 9,5 A.. sk5. Aws._ 0.4~4 00..0
16 Pump~motor and motor Control. 3.0Ocusecs at 50 feet vach f48 9.6$4.06 1.440.00 1.400.00 t.O.0O.l.40 I4I80 10. f,19j0 lO 0051. 100.. ,1, 3 .... 0.3 loso ..30 oS LS40. lL1 10Soo 2yO.4L.31..
17 Pump. mofor and motor control. 4.0 cusecs at 504.6$t Batc 128 8.18528 1.8,0 1,0.0 10 426 I 221.760 1.474000 11 .. i.0 L1.1 0012. 1.,1 'S4.041.o o60 2o4.Io,'3. %4Zl .6Sttm'0. USo .i48 3.S.A.__I1B Pump, motor and motor control, 5.0 cusRes at 60 feet each let 9.241138 1,14000O 13.000.00 4,077,09? 1226.200 .0,0 0320 ~ 0i.4 .~02202o ILI3. 'SOI ~ ~ 311'. ..01 S~uR 2'.0. ...~22~N ,,, ___ __SUBTOTAL- Procurement of Etfuleset 5ti.164 ?St.7010 00 '-USKS2. S,..~ "'a5 So ___ .'5~O 0,411 tO 00 4..
CONTRACTOR'S CAMP _________19 Contractor's camp _________ sse~um _______400.00 0 400.000 j 'p..s$o l ,13 -ks .p4 o., Ai~.1~ - 42.. 3Sa___3X5
TOTAL TENDER PRICE tIN.2 .8.6 i.ess.000 --L50 .,I~84 2~.%.~sT ?A.17,632 u45,J 2.'P8 5Ap
Customs duties___TOTAL TENDER PRICE INCLUDING CUSTOMS DUTIES AMC TAXES --.-.- -- ___ -- -- ----CtL0 .4 .1 it 0.ool5. I-0IL s5-01 %A, W%.. I^ 4~5Lt34.OALS
OR OFTENDER GUARANTEE AND AMOUNT u aJUT*sE ~8v.~.P~~- 8ANOAO ovor2~l,5*
Pumps. F LOWAY ROTOS PU Mp S. LAY NE AND BOWLER Pumrps. ROTOS FLOWAY JACUZZI
Motors. NEWMAN ROTOS Motors. N EWMAN Motors. ROTOS G E G E
Cont rols. SCHIELE AL E6 Con trotls. EMAC (Allen Bractlay) Con~trol s. TELEMEC.- G E GE EMAC IIAGRINI
Casing. KOPPERS, BRISTOL Casing. (Fiberglass) KOPPERS ONIOUE
SUPPLEMENTARY INFORMATION JNANW.A"1 %tNNA 3.*&VThO,@ CaNITIS,. (Fiberglass) KOPPERS, m-.c-.C,
09.oeI(LTS. 58.94410 AN 41110Tcc..eW*X. Ilk% S ,-sw %s 1oL'sK~~A06,w~Oi. g.009PONT111.%O 0.0 TI nNhWl^ VO.LI ..5 ~oo..t~o.t t''.51AA ALA
P-k.1 S k ~0T9. .a116 To us 94.8.LL. I8N % JL I." t 'V 1111."8.I 0%A0E SCJ6.0C..6.T TWI IOIJRN 5&L VI. '
i3CSI A. IM1149. %NI.AN& r074--Ik'h.L
STIPULATIONS AND REMARKS T75i.S 3N7 ..J3.5
A,.u'RS 19L\C.ES S~cOSJL1 00 o80L
SVIOULID A, V53.4.00, s.EC 38.8. SA0
THE UNDERSIGNED H EREBY CERTIFY THAT THE ABOVE IS A TRUE TABULATION OF TjE ,DERS RECEIVED
BY. B .................
129TON AND KAL C0. Nlot/ VIEST PAKISTAN WATER AND POWERDVLPETATOIY- 6




ALIPUR UNIT
The Alipur Unit consists of approximately 400,000 acres in lower end of Lower Thal Doab. The Unit is bounded on the west by the Indus River and on the east by the Panjnad and Chenab Rivers; The northern boundary runs approximately west from the village of Kinjar Khas to the Indus River and southeast from Kinjar Khas to the Chenab River. In this area the Authority will construct approximately 500 tubewells. Figure 3-107A shows the location of tubewells in Alipur Unit.
The site sketches for 245 tubewell installations have been transmitted to the Contractor through this report period.
Construction of the tubewells in the Alipur Unit is being carried out by Geoistrazivanja under Contract No. 3-107, dated 3 September 1965 and effective 30 June 1965.
The status of tubewell construction in the Alipur Unit is shown in Table 3-107 and on Figure 3-107B.
Thirty-five tubewells were constructed and 10 tubewells were developed and tested during the report period.
Payments made to the Contractor during March are shown in the following table
Portion For Barter
Cost in Rupees Portion In Rupees
This Period To Date This Period To Date
Contract Earnings 114,491.72 176,942.16 27,616.36 342,270.37
Deductions Under 0 0 20,712.27 31,702.78
Advance of Funds
Deductions Under 114,491.72 176,942.16 0 0
Letter of Credit
Net Amount Paid 0 0 6,904.09 310;567.59
The Engineer forwarded to the Authority the Robert W. Hunt Inspection Reports, (No. 40342, No. 40203, and a final report), and Inspection Certificate No. 6941 and 7173 during this report period. The Inspection Reports cover the inspection of 20,820 feet of 8-inch and and 10-inch diameter fiberglass pipe and accessory materials. The Inspection Certificate covers the inspection of 53,800 feet of 8-inch and 10-inch diameter fiberglass pipe and fittings.
Change Order No. 1 dated 17 March 1966 was approved by the Authority during this report period. This Change Order provides amendment to Fiberglass Tubewell Casing Specifications so that the fiberglass tubewell casing supplied by Bristol Aeroplane Plastics Limited to Geoistrazivanja for use on the Alipur Unit will be in full compliance with the Contract Documents.
37




ELE C TRIF ICATI ON
ALIPUR UNIT
Electrification of tubewells in the Alipur Unit will be carried out by Energoinvest, as Electrification Contractor, under Contract No. 3-107, dated 3 September 1965 and effective 30 June 1965.
Figure 3-107C and Figure 3-107D indicate the construction schedules as proposed by Energoinvest.
No progress has been intimated by the Contractor for the report period.
- 38 -




SURFACE DRAINAGE
KOT ADU MAIN DRAIN
The Kot Adu Main Drain, consisting of approximately 26 miles of existing drainage channel which is to be enlarged and 76 new structures which are to be constructed, is located in the border areas between the Kot Adu Unit, the Alipur Unit and the Rangpur Unit. It drains an area below the Muzaffargarh Canal and is tributary to the Chenab River at its outfall near Shahr Sultan. The location and status of construction of the Kot Adu Main Drain are shown in Figure 3-200, location map of surface drains in Project No. 3 Lower Thal Doab.
The excavation of the Kot Adu Main Drain from R.D. 0+000 to R.D. 88+008 is being carried out under Contract No. 3-205 by the Machinery Pool Organization (MPO) of WAPDA. This Contract originally called for excavation of the Drain to R.D. 130+000, but it had been decided to let the reach of the drain from R.D. 88+008 to beyond R.D. 130+000 be constructed by another Contractor. This change has reduced the quantity of excavation to be done by the MPO from an estimated 40,000,000 cubic feet to an estimated 30,800,000 cubic feet. Durthis report period it is estimated that approximately 50,000 cubic feet of material were excavated by the MPO, bringing the estimated total excavtion to date to 22,480,000 cubic feet of material. It has been reported that the MPO has excavated from R.D. 40+000 to R.D. 72+0W0 on the Kot Adu Main Drain. This excavation work is estimated to be approximately 73 percent completed.
The MPO is using 4 draglines, supported by 2 heavy trucks, 2 light vehicles, 1 mobile workshop truck, 3 crawler tractors and I scraper.
Contract No. 3-204 for the constrnction of structures on the first 16.6 miles of the Kot Adu Main Drain was executed between the Authority and the firm, Engineering Services of Lahore, on 24 April 1965. The Tender Price for this work was Rs. 725,220.00. Forty one structures were scheduled to be constructed under the terms and conditions of this Contract. The number of structures has been reduced to 37. The Contractor has started construction at 28 of these structures. Fifty-one percent of the work required under the Contract had been done by the end of this report period.
BUDH BRANCH DRAIN
The Budh Branch Drain, consisting of 17 miles of new drainage channel and 30 structures, is a branch of the Kot Adu Main Drain and is located below the Muzaffargarh Canal and to the west of the village of Kinjar Khas. It will flow eastward to the confluence with Kot Adu Main Drain upon completion. The location and status of construction of the Budh Branch Drain are shown in Figure 3-200.
39




Contract No. 3-207 for the excavation of Budh Branch Drain and for the construction of structures thereon was executed between the Authority and the firm, "Desert Cat" of Lahore, on 26 April 1965. The Tender Price for this work was Rs.693, 905.00. There are estmated to be 12,600,000 cubic feet of material to be excavated and 34 structures to be built under the terms and conditions of this Contract. During this period the Contractor is estimated to have excavated approximately 1,360,000 cubic feet of material, bringing the estimated total quantity of material excavated to date to 10,060,000 cubic feet. The excavation work is approximately 84 percent completed. '[he Contractor has started work on 3 structures. One-half of one percent of the structure work required under the contract has been completed.
-40-




TABLE 3 107
ALIPUR UNIT
SUMMARY OF CONSTRUCTION PROGRESS
SCOPE OF PROJECT
Construction of 500 Tubewells and appurtenances in the Alipur Unit.
(See Figures I and 3-107A.)
CONSTRUCTION CONTRACTS
Item No. Feature Contractor or Entity Date of Contract Completion Date
1. Tubewells, complete, including Geoistrazivanja, 30 June 1965 20 Feb. 1967
pumphouses, and discharge boxes. Zagreb, Yugoslavia
2. Electrification. Energoinvest, 30 June 1965 30 June 1967
Sarajevo, Yugoslavia
MAJOR SUBCONTRACTS
Item Noi Feature or Work Subcontractor Status
PERMANENT EQUIPMENT AND MATERIALS FOR TUBEWELLS
Item No. Equipment or Materials Supplier Quantity Status
1. Pumps KSB Pumps Co., Ltd. 500
2. Motors Siemens Pakistan Eng. Co., Ltd. 500
3. VMotor Controls Siemens Pakistan Eng. Co., Ltd. 500
4. 14" Casing Steel Wapda and Imported 23,300 ft. 2,302 ft. delivered
5. 16" Casing Steel Geoistrazivanja 8,800 ft. 1,820 ft. delivered.
6. 8" and 10" Reinforced plastic, Bristol Aeroplane Plastics, Ltd., 90,600 ft. 10,751 ft. delivered.
F iberglcss pioe, slotted and blank and Lamtex Industries
7. Gravel shrouding material Fazil Din, Campbellpur and 122,700 cu. ft. 39,637 cu. ft.
Shadman Khan, Campbellpur delivered.
MAJOR ITEMS OF CONSTRUCTION EQUIPMENT (ON SITE)
QLantity Equipment Quantity Equipment
2 Drilling rigs Salsgitter SW-200 5 Trucks, Heavy duty.
3 Arc Welders 0 Truck, light 4x4
2 5" centrifugal pumps 8 Automobiles
4 Diesel electric generators 0 E-logging machine
2 Power units 90 HP diesel 2 Pump setting rigs
2 Turbine pumcps 0 Pump setting tripod, 5 ton
1 Gravel screening plant 0 Trailer, 8 ton
CONSTRUCTION PERSONNEL
Contractor Expatriate Pakistani Total
Geoistrazivanja 14 246 260
CONSTRUCTION PROGRESS (SEE FIGURE 3 107B)
Description This Period Total to Date
Tubewell sites located in the field. 33 123
Tubewel Is constructed. 35 58
Tubewells developed and tested. 10 19
Concrete pump pedestals and slabs constructed. 0 0
Equipment, installed (Pumps, motors and motor controls). 0 0
Pumphouses and discharge boxes constructed. 0 3
Tubewell Installations accepted 0 0
MISCELLANEOUS -'
O-




91
10,
I 4 T
298
297
o
JHUGGIWALA -296
317 316 5
295 2.94 0
5.0 5.C 3.0 4.0
5.C L, IN
CAN,14 SY5TEM WASHED OUT ?-93 0
BELOW MARK X
AREA occ-'E, 5 ---- 318 2 .0
RIVER CMANNEL SjpCE 1960 PPESEN MITAN
4.0 292
355 Ica 3.0 ATAN
HAAQRAy' - AO
61-19 4 0 4. UAI 6 291
3.0 4 3-0
360 353 5.0 JAr0j 4 'o
0 3 5 4 ANIJBJ
5 0 357 -i7o 3 C 3 5 2
60
-4.0 5-U
6362
5.0 371
INABI PUFt S LOLW4H 3 51 00
5.0 T.0 350 11
5.0 349
370
3 0 4.
H 348
a 3.0
SUB MR 3-0 347
q
2.0
A 'R KHAIR PUR ASAI 365 363 o
--T-o
SADAT IWMA L A '0
--LTA. PUIR ;3.0
.368
385
o 366
i7o 2.0,
A W, 4-4 MAN PUR rj
0
z 73
A OtRA DiSTY "ll 384
so 25 4 15
V
4.0
0 388
55 391 5.0
1, YAKIWALI n 50
SI PUR 5 3.0
ALIPUR 0 PURANO 599
9-11 A 396 -710
- 95393 390
4 G
To -6-0
25
527 2
G i 66WAti 528 1 529 0 530 5 2 533
4. 3 94
5 0 534
20
CUL.',A 01.
A
10
V9,




500--------------- 500 7
40400 -- 1 1
LL L
0: ~ --- -- --.- ---- -0 .. -----
D D
10 0- -0 100- --.0 JIASOIN DJFAM IJJA SOI.NDJFMIAMJ JASNJ F MAMJJiA 7N7,A
196 Pt 1966 19796719 6
TUBEWELL CO0N*S TR UC TIO0N TUBEWELL CO0M PL E TION
(Construction tnrough developing and testing of Tubewells) (installation and testing equipment and construction of purrphouse)
-n
ActualI progress
-- Scheduled progress PRO JECT NO. 3 -LOWER THAL DOAB C
-Revised schedule m
ALIPUR UNIT
T U BE WE LL CO0N STR U ACTION P ROG R E SS




50 100
40 80
O O#
r~~ I
LUU
130 20 ,
LU
230 z -- -- -- 40
10
U#
-1 965 1966 1967 1965 1966 1967
TR AN S MIS SIO0N LI N ES S UBSTA TIO'N S
(Towers, conductorand hardware) (Steel structures, transformers, switchgear and electrical equipment
"I
20, 20-
PRO JECT NO 3 -LOWER THAL DOAB
Actual progress
LUI
S Schduled progress ALIPUR UNIT0
--.---Revised schedule
ASON FM ALM E C TJ R I J FIM ACM A S ON CO d F.M A M 0 ON PRO FMA RESM S
NOTE: Scheduled progress based on Energoinvest data. TRNMSINCLNSAD>USAIN
1T965 1966 1967 1965 A 966 1967
TRANSMISSION LI NES SUBS TATIlON S
(Towers, conductrs and hardware) (Steel structures,-transformers, switchgear and electrical equipment
- .PROJECT NO. 3 LOWER THAL DOAB Actual progress
"--- Scheduled progress ALIPUR UNIT.
- Revised shedul I.
ELECTRIFICATION CONSTRUCTION PROGRESS
NOTE: Scheduled progress based on Energoinvest data. TASISO IE N USAIN




500 5004iII __
400 40030 -- 300
I-O
100
-200 ---@20 /Z
" D
z
1 100 100
0 0--- 0-----. -JASON DJF M M JASOND JFMAMJ dASON DJ FM AMJJAS ONDJ FMAMJ
1965 1966 1967 965 966 1967
11 KV DISTRIBUTION LINES SERVICES
(Towers, conductors and protective devices) (Service tower, 11/0.4 KV transformer, service drop and connection to service entrance)
Actual progress
C
Scheduled progress PROJECT NO. 3 LOWER THAL DOAB
ALIPUR UNIT
- .- Revised schedule
ELECTRIFICATION CONSTRUCTION PROGRESS
NOTE: Scheduled progress based on Energoinvest data DISTRIBUTION LINES AND SERVICES




-BUON BRANCH DRAIN ........0
'F- -A F-L,> F5p01
2c.. AF y
iF AG
SF20 F CeO2
0~2*FA
-ill ~ F. J-U
2 &
L--KOT AOU MAIN DRA?N
R- "OF'
0 0 *0 0 0 X
%CALF OF MILES
LEGEND R
< Surface drain under contract
Excavation in progress
-n
Excavation complete.
Completed surface drain P O E TN .
(Excavation and structures) 'LOWER THAL DOAB
SURFACE DRAINS
0
10




PROJ ECT 4
UPPER RECHNA DOA 6
-47




PROJECT NO. 4 UPPER RECHNA DOAB
TUBE WELLS
MARALA RAVI UNIT
The Marala-Ravi Unit consists of approximately 178,000 acres in the Project No. 4 area of Upper Rechna Doab between the B.R.B.D. Link Canal and the Marala-Ravi Link Canal. Figure 4-105A shows the location of the Marala-Ravi Unit.
On 30 June 1963, Contract No. 4-105 for the construction and electrification of approximately 300 tubewells in the Marala-Ravi Unit of Project No. 4 was executed.
The estimated cost of tubewell construction by Geoistrazivanja was Equivalent Rupees 15,116,536 ($3,175,743) and the estimated cost of electrification by Energoinvest was Equivalent Rupees 10,019,486 ($2,104,934). The total cost for the Unit for electrification and tubewell construction is estimated to be Equivalent Rusees 25,136,022 (35,23),677). Energoinvest and Geoistrazivanja posted the required Fidelity Bonds and advances were made to them as required by the Contract Documents. It is expected that the construction work will be started shortly under the Contract.
The tubewell siting work has been started. Eleven tubewells were sited during this report period.
A protocol between the Government of Pakistan and the Government of the Socialist Federal Republic of Yugoslavia for the export of raw jute from Pakistan to Yugoslavia against construction and electrification of 300 tubewells in Pakistan was concluded on 28 March 1966.
The Engineer forward to the Authority the Robert W. Hunt Inspection Report and Inspection Certificate, No. 159 TJK. These documents cover the inspection of 6,696 feet of combined 8-inch and 10-inch diameter fiberglass pipe and accessory materials. MANGTANWALA UNIT
The Mangtanwala Unit consists of approximately 150,000 acres in the Project No. 4 area of Upper Rechna Doab between the Ravi River, Degh Nallah and the Qadirabad-Balloki Link Canal. The area is adjacent to Salinity Control and Reclamation Project No. 1, which lies in Central Rechna Doab immediately across the Degh Nallah channel. Figure 4-109A shows the locations of the tubewells proposed to be constructed in the Mangtanwala Unit. This Unit may be enlarged to include the Muridke area.
Tubewell siting work in the Mangtanwala Unit is in progress. Siting on 28 locations was done during this report period, bringing the total number of locations sited to date to 179. SHEIKHUPURA UNIT
Negotiations between WAPDA and Geoistrazivanja for the construction of 5P0 tubewe!ls to be installed in the Sheikhupura Unit were suspended. This Unit also comes under the Upper Rechna Project and may be included in a U.S. AID Loan application.
Tubewell siting work in the Sheikhupura Unit has been started. Siting on 19 locations was done during this report period, bringing the total number of locations sited to date to 48.
- 48 -




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INDEX MAP TO THE MANGTANWALA UNIT OF PROJECT NO. 4 UPPER RECHNA DOAB