PALS wile Drees A Area ie Hea tl a5 ye ‘ae eects 5 ts One ‘ 4 wh yh “4 f HIER? ERR PARR ROP CR PE a ktattase hy NTs in a A) Dan ANOLE, ee Sea At ii fiir EGE a en g VI - a ce 14 wit ets f # Wf Uh ; ae Nao pave aM shi’ hE Sang a PRT iat ena ene pity aly tele a hee? st e ‘ i We wane rps eae CONSTRUCTION COST ESTIMATE PROJECT: Proposed Catch Basin at 2116/20 Salisbury Avenuc . DATE: 27/01/94 SITE: 2116/20 Salisbury Avenue PREPARED BY: FC ue is CE ra nee FILE No.: 869 UNIT ITEM QUANTITY UNIT COST CQST TOTAL ($) (5) (S) STORM SEWER , : 2.00 4.00 200.00 ~ Sawcut pavement. - Excavation & disposal. 250.00 8.50 2,125.00 « Supply 250 mm dia sewer pipe, imported backfill. 2.00r to 4.00m depth pipe inv. 50.00 115.60 5,750.00 - Catch basin including inlet grating. 1.00 675.00 675.00 - Catch basin leads and wyes. 1.00 75.00 75.00 - 1050 Manhole (base, lid, frame & cover) 1.00 {,000.00 1,000.00 1050 Rings 2.00 200.00 400.00 Pitrun subbase, 150mm. 18.75 20.00 375.00 | Base gravel, 75mm. 9.40 22.00 206.80 Asphalt, 40mm base. 100.00 5.50 550.00 Asphalt, 25mm, - 100.00 5.50 ‘$50.00 SUB-TOTAL: 11,906.80 CONTINGENCY COSTS: (15%) 1,786.62 ee Ped een vig : 2116SAL.XLS