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<br /> Contract Unit Current Quantity Amount <br />No. Item Unit Quantity Prke Quantity to Date to Date <br /> PART 1 - SITE GRADING: <br />1 MOBILIZATION lS 1 6700.00 1 1 $6.700.00 <br />2 TRAFFIC CONTROL LS 1 1800.00 0.85 0.85 $1,530.00 <br />3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 35 20.00 $0.00 <br />4 WATER MAIN TESTING LS 1 350.00 $350.00 <br />5 CLOSED CjRCUIT TV INSPECTION - STORM SEWER LF 755 0.90 $0.00 <br />6 CLOSED CIRCUIT TV INSPECTION - SANITARY SEWER LF 990 0.90 $0.00 <br />7 REMOVE PIPE CULVERT LF 50 100 50 50 $150.00 <br />8 SILT FENCE. MACHINE SLICED LF 2800 1.80 2200 2200 $3,960.00 <br />9 CLEAR AND GRUB LS 1 850.00 1 1 $850.00 <br />10 COMMON EXCAVATION (EV) CY 1050 150 1041 1041 $3,643.50 <br />11 SUBGRADE EXCAVATION (EV) CY 200 2.00 $0.00 <br />12 GRANULAR BORROW (CV) CY 250 7.50 $0.00 <br />13 TOPSOIL BORROW (LV) CY 200 8.00 144 144 $1,152.00 <br />14 SEEDING, INCl. MNDOT SEED MIX 250, FERTILIZER, DISK <br /> ANCHOR. AND CATEGORY 3 EROSION CONTROL BLANKET AC 1.6 1950.00 $0.00 <br />i5 SEED MIXTURE - 8WSR MIX wi, '. SY 200 2.50 $0.00 <br />.16 TEMPORARY ROCK-CHECK, CLASS I-IV CY 15 20.00 $0.00 <br /> tOTAL PARll'- SITE GRADING: $18,335.50 <br /> PART 2 - WATER MAIN: <br />17 FURNISH AND INSTALL GATE VALVE EXTENSION ROD EA 6 250.00 3 3 $750.00 <br />18 REPLACE TOP SECTION OF GATE VALVE BOX EA 3 150.00 $0.00 <br />19 ClEAN OUT GATE VALVE BOX EA 8 40.00 $0.00 <br /> TOTAL PART 2 - WATER MAIN: $750.00 <br /> PART 3 . STORM SEWER: <br />20 FURNISH R-3067-V HOOD EA 2 150.00 $0.00 <br />21 CONNECT TO EXISTING STORM SEWER STRUCTURE EA 2 350.00 2 2 $700.00 <br />22 12" RCP STORM SEWER, CLASS 5 LF 12 24.00 12 12 $288.00 <br />23 15" RCP STORM SEWER, CLASS 5 LF 96 24.00 96 96 $2,304.00 <br />24 2' X 3' CB, INCL. 2' SUMP, R,3290-A CSTG AND CONC ADJ <br /> RINGS EA 1450.00 $1,450.00 <br />25 2' X 3' CB. INCL. 2' SUMP, R-3067-V CSTG AND CONC ADJ <br /> RINGS EA 1 1450.00 1 1 $1,450.00 <br />26 15" RCP FLARED END SECTION, INCl. TRASH GUARD EA 2 750.00 2 2 $1.500.00 <br />27 CLASS III RANDOM RIPRAP CY 13 80.00 13 13 $1,040.00 <br />28 CATCH BASIN PROTECTION - WIMCO EA 6 180.00 $0.00 <br /> TOTAL PART 3 - STORM SEWER: $8,732.00 <br /> PART 4 . STREETS: <br />29 SUBGRADE PREPARATION - STREET SY 4300 0.80 4238 4238 $3.390.40 <br />30 GEOTEXTII1i FABRIC. TYPE V SY 4300 1.40 .4238 4238 $5,933.2{) <br />31 AGGREGATE BASE. CLASS 5 TN 2300 16.00 2200 2200 $35,200.00 <br />32 SELECT GRANULAR BORROW (CV)" . CY 2590. 7.50 2426'" 2426 $18,195.00 <br />33 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 475 52.20 399 399 $20.827 .80 <br />34 TYPE LV 3 WEARING COURSE MIXTURE (B) TN 475 52.95 $0.00 <br />35 BITUMINOUS MATERIAL FOR TACK COAT GAL 215 2.30 $0.00 <br />36 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 1675 8.80 1635 1635 $14,388.00 <br />37 4" PERFORATED POlYETHYLENE PIPE LF 1695 4.50 1605 1605 $7,222.50 <br />38 EXTEND HYDRANT BARREl LF 3 180.00 $0.00 <br />39 ADJUST CATCH BASIN CASTING EA 4 125.00 3 3 $375.00 <br />40 ADJUST MANHOlE CASTING EA 10 110.00 $0.00 <br />41 RECONST~UCT MANHOLE LF 2 250.00 $0.00 <br /> TOTAL PART 4 - STREETS: $105.531.90 <br /> PART 5 - CSAH 54 RIGHT TURN lANE: <br />42 COMMON EXCAVATION (EV) CY 1010 2.50 1007 1007 $2.517.50 <br />43 SUBGRADE EXCAVATION (EV) CY 200 2.00 $0.00 <br />44 SAWING BITUMINOUS PAVEMENT LF 600 100 585 585 $1.755.00 <br />45 REMOVE BITUMINOUS PAVEMENT SY 50 1.10 $0.00 <br />61606148REQ1.xJs /9 <br /> ~ ~- <br />