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<br />4- <br /> <br />Bonestroo <br /> <br />Proj<!ctName: _lakeDriwoStJeelandUtJJl/yl_ <br />Client Project No.: <br />B/dOpening: Thursday, March 12,2009 at 10A.M. <br /> <br />B/_No, 1 <br />_ Lake CanIraclIng In< <br /> <br />Item <br /> <br />- <br /> <br />Unlls <br /> <br />lJtIitPlke <br /> <br />Total <br /> <br /> CHAHGE ORDER 2: <br /> PART 1 . MIll. ROAD WATER MAIN AND SERVICfS <br />8 REMOVE BITUMINOUS PAVEMENT SY 60 1300 <br />10 REMOVE BITUMiNOUS ORIVEWA Y SY 0 13.00 <br />11 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 30 14.00 <br />16 SALVAGE AND REINSTALl STORM SEWER PIPE If 0 115.00 <br />19 REMOVE TREE EA 0 1100.00 <br />27 SALVAGE AND REINSTALL SIGN EA 18S.00 <br />31 ADJUST EXISTING VALVE BOX EA 1 1600.00 <br />39 SAWING BITUMINOUS PAVEMENT If 100 14.00 <br />40 SAWING CONCRETE PAVEMENT If 10 14.00 <br />41 CONNECT TO EXlSllNG 8" WATER MAIN EA 2 IBOO.oo <br />42 8" ~ WATER MAIN, 0Il1"8" Hl>PE. DI..DIt''''LF 530 IS2.00 <br />43 6" PVC C900 WATER MAIN, DR 18 Lf 18 125.00 <br />44 8" GATE VAlVE AND BOX EA 2 11,SOD.00 <br />46 DUCTILE IRON ATTINGS l8 240 13.00 <br />49 1" CORPORATION STOP WITH 8' SADDLE EA 8 1300.00 <br />SO 1" CURB SlOP AND BOX EA 8 1300.00 <br />51 <br /> I" WATER SERVICE. MAIN TO CURB STOP IF 40 114.00 1S6000 <br />51 I" WATER SERVICE DIRECTIONAL ORlLLED. MAIN <br /> TO CURB STOP If 270 122.00 15,940.00 <br />54 IMPROVED PIPE fOUNDATION, PER 6" INCREMENT. <br /> WATER MAIN Lf 250 15.00 11,250.00 <br />87 SELECT GRANULAR BORROW (CV) CY 40 114.00 1560.00 <br />88 AGGREGATE BASE. ClASS 5 TN 35 112.00 S420.00 <br />90 TYPE LV4 WEARING COURSE MIXTURE (B). <br /> DRIVEWAYS TN S 1110.00 <br />91 TYPE lV 3 NON WEARING COURSE MIXTURE (B) TN 10 176.00 <br />92 TYPE LV 3 WEARING COURSE MIXTURE (8).2010 TN 10 177.00 <br />93 BITUMINOUS MATERIAL FOR TACK COAT - 2010 GAL S 16.40 <br />101 6" CONCRETE DRIVEWAY PAVEMENT SY 30 144.00 <br />102 6" CONCRETE PEDESTRIAN RAMP SY 0 143.00 <br />104 TRUNCATED DOME PANEL SF 0 $32.00 <br />106 TOPSOIL BORROW (lV) CY 25 14.00 <br />107 SODDlNG,LAWN TYPE SY US \2.6S <br /> SUBTOTAL PART 1 <br /> PART 2 . Mill ROAD SERVICES SOUlH OF NEW <br /> WATER MAIN: <br />49 1" CORPORATION STOP WITH 8" SADDLE EA 12 1300.00 13,600.00 <br />SO I' CURB STOP AND BOX EA 12 \300.00 \3,600.00 <br />51 I" WATa\ SERVICE. MAIN TO CURB STOP LF 100 114.00 11,400.00 <br />SI I" WATER SERVICE DIRECTIONAL DRILLED. MAIN <br /> TO CURB STOP IF 282 \22.00 16,204.00 <br />144 TOPSOll80RROW (LV) CY 25 110.00 \250.00 <br />14S SODDING, LAWN TYPE SY 200 12.65 1530. <br /> SUBTOTAL PART 2 $15,S84.00 <br /> SUBTOTAL PARI! 152,311.66 : <br /> SUBTOTAl PARI 2 f!!!J . <br /> TOTAL <br />CO CosI Estimate.x1s BT-' 7[)~ <br /> ;. ~ <br /> <br /> <br />