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TYTAM TUK SCHEME - SECOND SECTION.

nough Approximate Estimate of Fermanent horks.

PUMPING STATION AND MAINS.

329

Quantity.

rate,

$

Amount.

Total

Amount.

$

$

000.YSS. 00.1

002.001 02.0

000,"S$ 1.0

000, tos

000.288. 00.31

000,28

000,000.2

000.28

000.00

02.0

000,081

000.031 00.3

000.2 0.8

000,0%

000,028

004,98 00.2 008,8

000,1302.1 002.8

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:

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000.28

000,at

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Duplicating the Mising Main allow- -ing for part of Suction Wain to be reisid 1,150' - 4,700' 6,380 feet of 18" Diameter main

Cost of taking up relaying Suction Main

8,360

9.13

58,087

4,700

1.50 7,050*

Duplicating Suction Main from the earth dam to the Pumping Station

Two additional engines and pumps each capable of raising 2,000,000 gallons a day, Price erected complete

Enlarging Pumping Station to take additional Engines

1.800

9.13

16,434

Duplicate fiue and chimney

175,000

40,000

10,000

306,551

Contingencies 10% on above

30,655

30,855

Total for Pumping Station and Mains.

1$337,000

ROAD DIVERSION.

Diverting Shauxiwan Road with exten- -Sion to new road now under construc- -tion complete with all necessary bridges say

.$60,000

NDON 118 (11890 90 CJ beausse norJKVBOX** .27908lgerb JuodjiW I OJ (è es neked 9JATONO)**

.nubnetoned 992*

See Memorandum.

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