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i• <br />i• <br />I• <br />~t)IiiT` !( ITE <br />ERtO ~AL..O D15TE <br />17; ;, <br />E ~~: :: :; :: :::: ::::: :; <br />M :EMnDO.. <br />Okf. ~ . ~ :::: ' .::; '': :;' 'TY:. ~~ <br />E6GR P#I <br />...UNIT::[;::;:, ,Q ........ ........~JNIF. , i~Tl` .....•ANIOUNT.. ;~QTYE::` .{4M~UN'f: <br />a'~1ife~. . <br /> SCHEDULE 2.0 STORM SEWER <br />23 2501.515 15' RC PIPE APRON EA 2 325.00 0 0.00 2 850.00 <br />24 2501.515 30' RC PIPE APRON EA 1 490.00 0 0.00 2 980.00 <br />25 2501.602 15" TRASH GUARD EA 2 300.00 0 0.00 2 600.00 <br />26 2501.602 30" TRASH GUARD EA 1 702.00 0 0.00 2 1,404.00 <br />27 2501.602 TRASH GUARD FOR 36" SALVAGED FES EA 1 865.00 0 0.00 0 0.00 <br />28 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V LF 220 24.00 0 0.00 209 5,018.00 <br />29 2503.541 24' RC PIPE SEWER DESIGN 3006 CL III LF 139 33.00 0 0.00 139 4,587.00 <br />30 2503.541 27" RC PIPE SEWER DESIGN 3006 CL III LF 30 43.00 0 0.00 27 1,161.00 <br />31 2503.541 30" RC PIPE SEWER DESIGN 3008 CL III LF 106 62.00 0 0.00 106 6,572.00 <br />32 2503.602 CONNECT TO EXISTING STORM SEWER EA ~ 1 250.00 0 0.00 1 250.00 <br />33 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 48" EA 4 1,250.00 0 0.00 4 5,000.00 <br />34 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 27" EA 2 650.00 0 0.00 2 1,300.00 <br />35 2506.602 ADJUST FRAME RING AND CASTING EA 3 200.00 0 0.00 0 0.00 <br />36 2511.501 CLASS III RANDOM RIP RAP CY 45 50.00 15.34 767.00 56.58 2,829.00 <br />37 2550.602 INSTALL SALVAGED 36" APRON EA 1 150.00 0 0.00 1 150.00 <br />T SCHEDULE 2.0 STORM SEWER TOTALS 767.00 30,499.00 <br /> SCHEDULE 3.0 WATERMAIN <br />36 2104.501 REMOVE WATERMAIN LF 265 10.00 0 0.00 265 2,850.00 <br />39 2504.602 WATER UTILITY HOLE EA 2 SOO.OD 0 0.00 2 1,000.00 <br />40 2504.602 WATERMAIN OFFSET TRENCH EA 2 800.00 0 0.00 0 0.00 <br />41 2504.603 WATERMAIN TRENCH LF 285 13.00 0 0.00 265 3,445.00 <br />T SCHEDULE 3.0 WATERMAIN TOTALS 0.00 7,095.00 <br /> SCHEDULE 4.0 GRADING AND PAVEMENTS <br />42 2105.501 COMMON EXCAVATION (P) CY 3700 6.00 0 0.00 3700 22,200.00 <br />43 2105.501 ADDITIONAL POND EXCAVATION (P) CY 770 7.50 0 0.00 250 1,875.00 <br />44 2105.522 SELECT GRANULAR BORROW (CV) (P) CY 770 9.00 172 1,548.00 244 2,196.00 <br />45 2211.501 CLASS 5 AGGREGATE BASE TN 900 18.00 515.49 9,278.82 809.19 14,565.42 <br />46 .2350.501 TYPE LV3 WEARING COURSE MIXTURE (C) TN 110 78.00 110.24 8,598.72 110.24 8,598.72 <br /> 2" BITUMINOUS PAVEMENT BASKETBALL <br />47 2350.501 COURT TYPE LV3 WEARING COURSE MIXTURE TN 22 78,00 22 1 718 00 22 1 716 00 <br />48 2350.502 TYPE LV3 NON-WEARING COURSE MIXTURE (C) TN 140 76:00 128.35 9,754.60 126.35 9,754.60 <br />49 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 70 4.05 50 202.50 50 202.50 <br />o:\proJ\B11550J\Partiol Poy Estimates\Payest-081704-k4.xls PAGE 2 <br />3~ <br />