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Pavement Rehabilitation Program 10110~2002 <br />Street Improvements Schedule <br /> <br /> S7 REE 1 MORTON NORFOLK NORFOLK NORFOLK OXFORD OXFORD QUINN <br /> FROM 4TH ST. TH 10 5TH ST. 4TH ST. TH 10 5TH ST. TH 10 <br /> MAIN ST. 5TH ST. 4TH ST. MAIN ST. 5TH ST. 4TH ST. 5TH ST <br /> COMMON EXCAVATION CY $ 10.00 1079.2 127.0 583.3 1147.2' 365.6 810,8 546,4 <br /> REMOVE BITUMINOUS PAVEMENT SY $ 3.00 2035.0 152.4 933.3 1835.6 647.6 1343.7 874.2 <br /> REMOVE SIDEWALK SF $ 2.50 0.0 245.0 1500.0 2950.0 0.0 0.0 <br /> REMOVE CONCRETE CURB & GUTTER LF $ 3.50 1110.01 98.0 600.0 1180,0 376.0 0.0 0.0! <br /> MAILBOX RELOCATION LS $ 500.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 18.7 0.0 0,0 0.0 0,0 0.0 <br /> AGGREGATE BASE, CLASS V TON $ 10.50 705.6 62,2 381.3 750.( 238.5 529.8 356.9 <br />'TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 221.3 19.5 1 I9,6 235.3 75.0 166.3 112.0 <br />!TYPE 31B, BASE COURSE MIXTURE TON $ 34.00 172.1 19.5 93.0 183.0 583 129.3 87.' <br />BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 89.4 7.9 48.3 95.1 30.3 67.2 453 <br />CONCRETE CURB & GU~FER, DESIGN B618 LF $ 8.00 1110.0 98.0 600.0 1180.0 376.0 834.0 562.0 <br />6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 162.7 0.0 15.81 129.9 32.8 212.4 734 <br />2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 0,0 0.0 24.! 49.8 0.0 49.8 249 <br />CONCRETE SIDEWALK SF $ 2.50 6660.0 0.0 1800.0 3540.0 11280 5004.0 3372( <br />PEDESTRIAN RAMP EA $ 300.00 4.0 0.0 2.0 20 20 4~0 4.0 <br />SODDING, LAWN AND BOULEVARD SY $ 3.00 1233.3 108.9 6667 1311.1 417.8 926.7 624 4 <br />FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 12.5 63 00 6.3 12.5 125 6.3 <br />FURNISH & INSTALL STREET SIGNS EA $ 200.00 1.0 1.0 1.0 1.0 1 0 0.0 1 0 <br />ADJUST GATE VALVE EA $ 150.00 1.0 0.0 0,0 0.0 0.0 0.0 0.0 <br />ADJUST MANHOLE EA $ 200.00 0.0 0.0 0.0 1.0 0.0 0.0 0.0 <br />STORM SEWER LF $ 50.00 555.0 49.0 3000 590.0 188.0 417.0 281 0 <br />S i REET LIGHTING LS $ 200.00 1.0 1,0 1.0 1.0 1.0 1.0 1.0 <br />2" DIP CLASS 50 WA fERMAIN LF $ 30.00 <br />2" GATE VALVE EA $ 1,500.00 <br />8" DIP CLASS 52 WATERMAIN EA $ 25.00 550.0 415.0 <br />8" GATE VALVE EA $ 1,000.00 2.0 2.0 <br />I(YDRANT WITH 6" GATE VALVE EA $ 2,000.00 2.0 1.0 <br />CORP. AND CURB STOP EA $ 120.00 10.0 5.0 <br />1" COPPER LF $ 11.00 350,0 175 0 <br />FIITINGS LBS $ 2.00 1000.0 2,0 <br />CONNECT TO EXISTING EA $ 1,000.00 1.0 1.0 <br />TRENCH STABILIZATION ROCK TON $ 16.00 100.0 100.0 <br />TOTAL ESTIMATED CONSTRUCTION COST: $ 135,933.30 $ 9,008.97 $ 54,120.04 $ 109,218.32 $ 33,016.04 $ 100,055.53 $ 52,281.18 <br />28% OVERHEAD: $ 38,061.32 $ 2,522.51 $ 15,153.61 $ 30,581.13 $ 9,244.49 $ 28,015.55 $ 14,638.73 <br />TOTAL ESTIMATED PROJECT COST: $ 173,994.62 $ 11,531.48 $ 69,273,64 $ 139,799.45 $ 42,260.53 $ 128,071.07 $ 66,919.91 <br />TOTAL COST: $ 7,195,013.85 <br /> <br />O:\Proj\802400i\costest repod[1] 9 <br /> <br /> <br />