CO129-328 - Governor Nathan - 1905 [1-6] — Page 335

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TYTAN TUK SCHEME - SHCUND SECTION.

Hough Approximate Estimate for Temporary Borks.

330

Quantity. Hale. Amount.

Total

Arount.

1

Coffer das two rows 12"x12" Oregon Fine squared piles driven 40 feet into the ground. Frice with shoes and caps and driven complete

Whampoa aud filling between rows of plies

C.W.60,000

1.50 90,000

C.Y.

2,500 5.00 12,500

108,500

12,000 2.00 24,000

$,000 7.00 56,000 2,000 15,00 36,000

118,000

5,000 0.40 2,000 1,000 5.00 5,000

7,000

Cerent Concrete Dam at A.E (8 to 1) 80' high

1,500

9.00

karth Dar at C.D. 30' high

12,000 3,000

15,000

Tunnel to take off Stormwater: *Excavation in open cutting

Excavation in tunnel in rock; --

Length 900' Concrete liming to tunnel

Catchwaters and channels:

Excavation Lime and cement concrete

000.093.

E

MUISHAVIO CAJM

**Pumping Flant to deal with 12

million gallons a day including erection and repairs

70,000

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Cost of pumping 1,000,000 gallons a day for 2 years at 18 per 1,000

730

Jays

160,00 118,800

gallons

188,500 $427,300

Contingencies 109 on aoove.

43,000

Total for Temporary Works.

.$470,300

.Duinenoney 992*

*Fart cost of chargeable to Fermanent Morks.

**Value of Fumps less depreciation will form a subsequent

credit to cost of Schene.

*See Verorandum.