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61609169RE010.xlsm 17 <br />Contract <br />Unit Current <br />Quantity <br />Amount <br />No. <br />Item <br />Unit <br />Quantity <br />Price Quantity <br />to Date <br />to Date <br />5 <br />SAWING CONCRETE PAVEMENT <br />LF <br />10 <br />4.00 <br />$0.00 <br />6 <br />CONNECT TO EXISTING 8" WATER MAIN <br />EA <br />2 <br />800.00 <br />3 <br />$2,400.00 <br />7 <br />8 PVC C900 WATER MAIN, DR 18 <br />LF <br />530 <br />52.00 <br />583.5 <br />$30,342.00 <br />8 <br />6" PVC C900 WATER MAIN, DR 18 <br />LF <br />18 <br />25.00 <br />6 <br />$150.00 <br />9 <br />8 11 GATE VALVE AND BOX <br />EA <br />2 <br />1500.00 <br />3 <br />$4,500.00 <br />10 <br />DUCTILE IRON FITTINGS <br />LB <br />240 <br />3.00 <br />860 <br />$2,580.00 <br />11 <br />1" CORPORATION STOP WITH 8" SADDLE <br />EA <br />8 <br />300.00 <br />8 <br />$2,400.00 <br />12 <br />1 CURB STOP AND BOX <br />EA <br />8 <br />300.00 <br />8 <br />$2,400.00 <br />13 <br />1" WATER SERVICE - MAIN TO CURB STOP <br />LF <br />40 <br />14.00 <br />15 <br />$210.00 <br />14 <br />1" WATER SERVICE DIRECTIONAL DRILLED - MAIN TO <br />CURB STOP <br />LF <br />270 <br />22.00 <br />485 <br />$10,670.00 <br />15 <br />IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - <br />WATER MAIN <br />LF <br />250 <br />5.00 <br />$0.00 <br />16 <br />SELECT GRANULAR BORROW (CV) <br />CY <br />40 <br />14.00 <br />67.54 <br />$945.56 <br />17 <br />AGGREGATE BASE, CLASS 5 <br />TN <br />35 <br />12.00 <br />73.4 <br />$880.80 <br />18 <br />TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS <br />TN <br />4.85 <br />110.00 <br />$0.00 <br />19 <br />TYPE LV 3 NON- WEARING COURSE MIXTURE (B) <br />TN <br />10 <br />76.00 <br />20 <br />$1,520.00 <br />20 <br />TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010 <br />TN <br />10 <br />77.00 <br />15.05 <br />$1,158.85 <br />21 <br />BITUMINOUS MATERIAL FOR TACK COAT - 2010 <br />GAL <br />5 <br />6.40 <br />$0.00 <br />22 <br />6" CONCREI E URIVEWAY PAVEMENT <br />SY <br />30 <br />44.00 <br />$0.00 <br />23 <br />TOPSOIL BORROW (LV) <br />CY <br />25 <br />4.00 <br />25 <br />$100.00 <br />24 <br />SODDING, LAWN TYPE <br />SY <br />225 <br />2.65 <br />$0.00 <br />25 <br />1" CORPORATION STOP WITH 8" SADDLE <br />EA <br />12 <br />300.00 <br />6 <br />$1,800.00 <br />26 <br />1" CURB STOP AND BOX <br />EA <br />12 <br />300.00 <br />6 <br />$1,800.00 <br />27 <br />1" WATER SERVICE - MAIN TO CURB STOP <br />LF <br />100 <br />14.00 <br />8 <br />$112.00 <br />28 <br />1" WATER SERVICE DIRECTIONAL DRILLED - MAIN TO <br />CURB STOP <br />LF <br />282 <br />22.00 <br />811 <br />$17,842.00 <br />29 <br />TOPSOIL BORROW (LV) <br />CY <br />25 <br />10.00 <br />25 <br />$250.00 <br />30 <br />SODDING, LAWN TYPE <br />SY <br />200 <br />2.65 <br />$0.00 <br />TOTAL CHANGE ORDER NO. 2 <br />$83,427.21 <br />CHANGE ORDER NO. 3 <br />1 <br />MUCK EXCAVATION (EV) <br />CY <br />3100 <br />15.20 <br />3662 <br />$55,662.40 <br />2 <br />LIGHTWEIGHT BACKFILL (WOOD CHIPS) (LV) <br />CY <br />3750 <br />28.00 <br />2813 <br />$78,764.00 <br />3 <br />SELECT GRANULAR BORROW (LV) (1 -WAY HAUL) <br />CY <br />1500 <br />16.60 <br />1644 <br />$27,290.40 <br />4 <br />COMMON EXCAVATION (EV) <br />CY <br />850 <br />-8.00 <br />1321 <br />510,568.00 <br />5 <br />SELECT GRANULAR BORROW (CV) <br />CY <br />1150 <br />-14.00 <br />833 <br />511,662.00 <br />6 <br />4 PERFORATED POLYETHYLENE DRAINTILE PIPE WITH <br />SCOK WRAP <br />LF <br />1000 <br />-2.00 <br />600 <br />51,200.00 <br />7 <br />CREW HOURS <br />HR <br />17 <br />755.00 <br />17 <br />$12,835.00 <br />8 <br />ACCESS ROAD GRAVEL <br />TN <br />135 <br />8.00 <br />135 <br />$1,080.00 <br />9 <br />CREW HOURS <br />HR <br />2.1 <br />755.00 <br />2.1 <br />$1,585.50 <br />10 <br />DRYING /SEPARATING /HAULING OFFSITE <br />LS <br />1 <br />5600.00 <br />1 <br />$5,600.00 <br />TOTAL CHANGE ORDER NO. 3 <br />$159,387.30 <br />CHANGE ORDER NO. 4 <br />1 <br />CLAIM 1 (WO #5349) <br />LS <br />1 <br />3992.00 <br />1 <br />$3,992.00 <br />2 <br />CLAIM 2 (WO #4801) <br />LS <br />1 <br />381.57 <br />1 <br />$381.57 <br />3 <br />CLAIM 3 (WO #4222) <br />LS <br />1 <br />2404.26 <br />1 <br />$2,404.26 <br />4 <br />CLAIM 4 (WO #4560) <br />LS <br />1 <br />2699.00 <br />1 <br />$2,699.00 <br />6 <br />CLAIM 6 - DEDUCTION FOR ENDING ARRA <br />REQUIREMENTS <br />LS <br />1 <br />- 1500.00 <br />1 <br />S.1,500,00 <br />7 <br />CLAIM 7 - UNIT PRICE REDUCTION <br />SY <br />1350 <br />-0.38 <br />1597 <br />X606.86 <br />8 <br />CLAIM 8 (WO #5350) <br />LS <br />1 <br />3660.72 <br />1 <br />$3,660.72 <br />9 <br />CLAIM 9 (WO #3410 AND 3412) <br />LS <br />1 <br />5178.05 <br />1 <br />$5 <br />TOTAL CHANGE ORDER NO. 4 <br />$16,208.74 <br />CHANGE ORDER NO. 5 <br />1 <br />WATER TRUCK TEST FOR ELIMINATION OF RAIN <br />GARDEN I <br />LS <br />1 <br />297.50 <br />1 <br />$297.50 <br />2 <br />FIELD MODIFICATIONS TO RAIN GARDEN C <br />LS <br />1 <br />338.00 <br />1 <br />$338.00 <br />3 <br />BLADE TIME AT CHURCH BY BLOCK 7 <br />HR <br />2 <br />161.00 <br />2 <br />$322.00 <br />4 <br />RIVER ROCK LANDSCAPING AT RAIN GARDENS <br />CY <br />5.5 <br />70.00 <br />5.5 <br />$385.00 <br />5 <br />STORM WATER DISCHARGE TREATMENT PER MPCA <br />LS <br />1 <br />2138.00 <br />1 <br />$2,138.00 <br />TOTAL CHANGE ORDER NO. 5 <br />$3,480.50 <br />61609169RE010.xlsm 17 <br />