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Pavement Rehabilitation Program 10/10/2002 <br />Street Improvements Schedule <br /> <br />STREET 4TH ST. 4TH ST. 4TH ST. 4TH ST. 4IH ST. 4TH ST. 41H Sr. <br />FROM KING JACKSON OXFORD MORTON MORTON NORFOLK PROCTOR <br /> LOWELL KING PROCTOR TH 10 NORFOLK OXFORD QUINN <br />COMMON EXCAVATION CY $ 10.00 606.7 600.8 830.3 437.5 830.3 933.3 834.2' <br />REMOVE BITUMINOUS PAVEMENT SY $ 3.00 1040.0 1030.0 1992.7 1050.0 1992.7 2240.0 2002.0 <br />REMOVE SIDEWALK SF $ 2.50 0.0 0.0 4270.0 1125.0 4270.0 48000 4290.0 <br />REMOVE CONCRETE CURS & GU-FI-ER LF $ 3.50 0.0 0.0 854,6 0.0 854.0 960.0 858.( <br />MAILBOX RELOCATION LS $ 500.00 0.0 0.0 0.0 0,0 0.0 0.0 00 <br />MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />AGGREGATE BASE, CLASS V TON $ 10,50 397.7 394.2 542.1 285.5 543,9 610.4 544.3 <br />TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 124.4 123.2 170.3 89.7 170.3 191.4 171.1 <br />TYPE 31B. BASE COURSE MIXTURE TON $ 34.00 96.8 95.8 132.4 69.8 132.4 I48,9 133.0 <br />BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 50.3 49.8 68.8~ 36.3 68.8 77.: 69.1 <br />CONCRETE CURB & GUTTER, DESIGN B618 LF $ 8.00 624.0 618.0 854.0: 450.0 854.0 960.0 858.0 <br />6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 394 112.9 734 32.8 47.3 97.1 131.1 <br />2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 249 74.7 24.9 00 149 3 74.7 00 <br />CONCRE~' E SIDEWALK SF $ 2.50 0.0 0.0 5124.0 1350.0 5124,0 57600 51480i <br />PEDESTRIAN RAMP EA $ 300.00 0.0 0.0 4.0 2,0 40 4.0 40; <br />SODDING, LAWN AND BOULEVARD SY $ 3.00 693.3 686.7 9489 500.( 9489 1066.7 9533 <br />FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 0.0 6.3 6.3 63 0.0 00 63 <br />FURNISH & INSTALL STREET SIGNS EA $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 1.01 <br />ADJUST GATE VALVE EA $ 150.00 0.0 1.0 1.0 0.0 0.0 1.0 0.0 <br />ADJUST MANHOLE EA $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 <br />STORM SEWER LF $ 50.00 312.0 309.0 427.0 225.0 427.0 480.0 429.0 <br />S [REET LIGHTING LS $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 <br />~2" DiP CLASS 50 WATERMAIN LF $ 30.00 450.0 <br />12" GATE VALVE EA $ 1,500.00 1.0 <br />8" DIP CLASS 52 WATERMAIN EA $ 25.00 430.0 475.0 410.0 <br />8" GATE VALVE EA $ 1,000.00 1.0 1.0 1.0 <br />HYDRAN¥ WlTt{ 6" GATE VALVE EA $ 2,000.00 1.0 1 0 1.0 1 0 <br />CORP. AND CURB STOP EA $ 120.00 5.0 9.0 12.0 6.0 <br />1" COPPER LF $ 11.00 200.0 300.0 4200 210.0 <br />FITTINGS LBS $ 2.00 1,0 1000.0 1.0 1.0 <br />CONNEC] fO EXISTING EA $ 1,000.00 0.0 2.0 0.0 20 <br />TRENCH STABILIZATION ROCK TON $ 1600 100.0 1000 100.0 1000 <br /> <br />TOTAL ESTIMATED CONSTRUCTION COST: $ 46,068.38 $ 49,220.49 $ 111,18809 $ 41,116.35 $ 120,689.26 $ 127,88828 $ 114,76391 <br />28% OVERHEAD: $ t2,899.15 $ 13,781.74 $ 31,132.66 $ 11,512.58 $ 33,792.99 $ 35,808.72 $ 32,133.90 <br />TOTAL ESTIMATED PROJECT COST: $ 58,967.52 $ 63,002.22 $ 142,320.75 $ 52,628.93 $ 154,482.26 $ 163,696,99 $ 146,897.81 <br />TOTAt. COST: $ 7,195,013.85 <br /> <br />O:\Proj\80240Oj~costest repod[1 ] 2 <br /> <br /> <br />