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DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />2503.602 <br />2503.602 <br />2503.603 <br />2503.602 <br />2503.602 <br />2503.541 <br />2503.541 <br />2503.541 1 <br />2502.541 I <br />2501.515 I <br />2501.515 <br />2501.515 <br />2501.515 <br />2357.502 <br />2350.503 <br />2350.502 <br />2350.501 <br />2211.501 <br />2350.501 <br />N <br />N <br />W <br />0 <br />2105.522 <br />2105.525 <br />2105.603 <br />2105.604 <br />2105.507 <br />2105.511 <br />2105.505 <br />2104.523 <br />2105.501 <br />2104.513 <br />2104.523 <br />2104.523 <br />2104.511 <br />2104.509 <br />1 2104.505 <br />2104.503 <br />2104.501 <br />2104.501 <br />2104.501 <br />I 2101.507 <br />2101.502 <br />8 "X4" PVC WYE (SCHEDULE 40) <br />8" PVC, SDR 35 PIPE SEWER (0'-8' DEPTH) <br />8" PVC, SDR 35 PIPE SEWER (12' -14' DEPTH) <br />CONNECT TO EXISTING MANHOLES (SANITARY SEWER) <br />CONNECT TO EXISTING MANHOLES (STORM SEWER) <br />24" RC PIPE SEWER CLASS III DESIGN 3006 <br />18" RC PIPE SEWER CLASS V. DESIGN 3006 <br />12" RC PIPE SEWER CLASS V DESIGN 3006 <br />15" RC PIPE SEWER CLASS V DESIGN 3006 <br />24" RC PIPE APRON W/ TRASH GUARD <br />12" RC PIPE APRON W/ TRASH GUARD <br />15" RC PIPE APRON W/ TRASH GUARD <br />18" RC PIPE APRON W/ TRASH GUARD <br />BITUMINOUS MATERIAL FOR TACK COAT <br />TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR <br />DRIVEWAYS (B) <br />TYPE LV AGG. 3 NON- WEARING COURSE (B) (STREET) I <br />AGGREGATE BASE CLASS 5 FOR STREET, TRAIL, & <br />DRIVEWAY (100% CRUSHED) <br />TYPE LV AGG. 3 WEARING COURSE (B) (STREET) <br />TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B) <br />EXPLORATORY DIGGING <br />SELECT GRANULAR BORROW (CV) (P) <br />TOPSOIL BORROW (LV) <br />CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING) <br />GEOTEXTILE FABRIC TYPE IV <br />SUBGRADE EXCAVATION <br />DITCH EXCAVATION <br />(MUCK EXCAVATION <br />SALVAGE GATE VALVE & BOX <br />COMMON EXCAVATION <br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) <br />SALVAGE MAIL BOX SUPPORT <br />SALVAGE SIGN <br />SAWCUT CONCRETE PAVEMENT (FULL DEPTH) <br />(REMOVE SIGN TYPE C <br />JREMOVEBITUMINOUS SURFACING <br />REMOVE CONCRETE PAVEMENT (DRIVEWAY) <br />(REMOVE WATERMAIN <br />REMOVE CURB & GUTTER (ALL TYPES) <br />REMOVE FENCE <br />(GRUBBING <br />CLEARING <br />62ND STREET RECONSTRUCTION <br />MOBILIZATION <br />12 <br />384 <br />184 <br />N A <br />71 <br />195 <br />1,129 <br />392 <br />- <br />N <br />1 <br />14 <br />1 <br />215 <br />664 <br />_ <br />In <br />N <br />... p <br />Ain 0 <br />-+ W(0 <br />O <br />11,530 <br />2,503 <br />3,000 <br />855 <br />2,000 <br />205 <br />5,574. <br />1 <br />3,562 <br />430 <br />9 <br />8 <br />50 <br />-� <br />fd <br />W <br />220 <br />0) <br />788 <br />1.061 <br />ca <br />-. <br />fa <br />O <br />260 <br />EA <br />LF <br />D D <br />LF I <br />LF <br />LF <br />LF <br />D <br />D D D <br />-� . <br />Z <br />TN <br />TN <br />TN <br />.� <br />CY' <br />CY <br />LF <br />SY <br />CY <br />CY <br />CY <br />'< D <br />LF <br />EA <br />EA <br />LF <br />D <br />'C <br />'17 <br />LF <br />LF. <br />LF <br />I TR <br />I TR. <br />$ 48.16 <br />$ 40.15 <br />$ 43.15 <br />$ 1,471.88 <br />$ 836.25 <br />$ 32.65 <br />69 0 40 <br />,CNO CNA N <br />j 0) <br />A A <br />49 <br />V <br />01 <br />(0 <br />$ 550.05 <br />$ 613.56 <br />$ 693.18 <br />49 93 <br />� Co <br />N (0 <br />CD at <br />$ 31.42 <br />$ 10.92 <br />$ 33.73 <br />$ 40.94 <br />I $ 150.00 <br />49 49 4949 <br />N Co N JI <br />0) C.) 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A <br />0— <br />0 W A <br />CNO (00 'co <br />$ 2,235.78 <br />$ 550.05 <br />$ 8,589.84 <br />$ 693.18 <br />$ 1,926.40 <br />$ 856.56 <br />$ 50,963.24 <br />$ 116,505.48 <br />$ 56,025.53 <br />$ 16,826.34 <br />$ 1,500.00 <br />$ 199,469.00 <br />$ 32,413.85 <br />$ 9,960.00 <br />$ :' 2,257.20 <br />$ " ` 13,200.00 <br />$ 3,126.25 <br />$ 36,788.40 <br />$ 250.00 <br />$ 18,593.64 <br />$ 885.80 <br />$ 231.75 <br />$ 123.60 <br />$ 154.50 <br />$ 15.45 <br />49 <br />co <br />W <br />N <br />I $ 220.00 <br />49 <br />O <br />0 <br />$ 2,364.00 <br />$ 1,061.00 <br />49 <br />N <br />A <br />W <br />0 <br />49 <br />09 <br />V <br />W <br />co <br />I $ 10,267.40 <br />49 49 49 <br />49 49 <br />69 <br />49 40 49 <br />49 <br />4,449 <br />440 <br />49 <br />49 49 49 <br />93 <br />4949 .49 49 <br />4949 <br />49 <br />49 49 <br />049 49 <br />49 <br />49 <br />049 <br />49 <br />0 49 <br />49 <br />49 <br />49 <br />H. <br />'99 49 49 <br />49 49 <br />49 <br />49 4) 49 <br />49 <br />49 49 40 <br />49 49 <br />49 <br />49 49 49 <br />49 <br />4* 49 4a 49 <br />4* 49 <br />40 <br />49 49 <br />E 40 M <br />49 <br />49 <br />49 <br />49 <br />49 <br />49 49 <br />49 <br />49 <br />49 <br />0 <br />