Part 2 - Storm Sewers and Ditches

-1 Storm Sewers

Supply & Install Pipes $310,000

Excavation 76,000

Bedding 15,000

Backfill 120,000

Manhotes 20,600

T1e-in of Mains & Service Conn. 20,000 $ 561,000
-2 Open Ditches

Ditch Along I.R. East Boundary 21,000

Ditch Along Closure Dyke 10,000

Ditch Along Pitt River Road 12,000

Culverts Across Pitt River Road 20 ,000 63,000

Subtotal 624,000
Contingencies 15% 94,000

718,000
Engineering 15% 108 ,000

Total Part 2 826,000
Part 1 Estimate 400 ,000

_

TOTAL ESTIMATE $1,226,000

-«

NOTES ON COST ESTIMATES

-l Estimates do not include right-of-way costs for any land acqui-
sition.

Only the main storm sewers are considered. Costs include
tie-ins, local service connections, catch basins and leads.

Site work and dewatering costs for the pump station will be good
only if the work is done in conjunction with the Flood Control
Program floodbox, otherwise these costs could be higher.

PRIORITY WORKS

it is recommended that the City should give immediate consideration
to carry out the following items of work. This work should be
carried out in conjunction with the Flood Control Program floodbox
and the closure dyke.

AT
ASSOCIATED fe
ENGINEERING

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