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 . 5 ~ | Sai ammes