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181sT DRIVE ACTIVE PARK <br />APRIL 10, 2005 <br />Rem Quantity Unit Unit Price Cost <br />PAVING <br />PARKING <br />3/4" ASPHALT (First Lift) <br />650 <br />S.Y. <br />$ <br />$ 5 3 6,Z • S <br />3/4" ASPHALT (Second Lift) <br />650 <br />S.Y. <br />$ K .. > <br />$ <br />1 �2 • S <br />8" LIMEROCK BASE <br />715 <br />S.Y. <br />$ / , ys <br />$ <br />12" SUBGRADE <br />765 <br />S.Y. <br />$ 2"50 <br />$ <br />i q 1 z- L <br />TYPE "D" CURB <br />1000 <br />L.F. <br />i <br />$ <br />SUB -TOTAL <br />$ <br />3-53-5 E6- IS <br />SIDEWALKS <br />12" COMPACTED SUBBASE (SIDEWALK) <br />921 <br />S.Y. <br />$ ,Z •50 <br />$ <br />230,,z <br />GREY CONC. (BRM W/TROWEL EDGE) <br />650 <br />S.Y. <br />$ -S-,z •31 <br />$ <br />-� L400/• -S0 <br />12" COMPACTED SUBBASE (SIDEWALK) <br />700 <br />S.Y. <br />$ ,;L • 5O <br />$ <br />i 775 <br />GREY CONC. AT DUGOUT (BRM W/TROWEL EDGE) <br />75 <br />S.Y. <br />$ 77 7 7 f <br />$ <br />72,2 7 .� <br />12" COMPACTED AT DUGOUT SUBBASE <br />80 <br />S.Y. <br />$ 2. ".5-0 <br />$ <br />200 <br />SPECIALTY SIDEWALKS <br />COLOR CONC. (LT. EARTHTONE.- FIELD - ROCKSALT) <br />6100 <br />S.F. <br />$ 9 3 <br />$ <br />59.214? <br />COLOR CONC. (LT. EARTHTONE - BAND - SMOOTH) <br />1400 <br />S.F. <br />$ <br />COLOR CONC. (BLUE - BAND - SMOOTH) <br />430 <br />S.F. <br />$ <br />q `f -3 7 -5o <br />COLOR CONC. (LT. BLUE - BAND - SMOOTH) <br />325 <br />S.F. <br />$ yaj , <br />$ <br />-) 6 yol, - :).5 <br />COLOR CONC. (LT. BLUE - FIELD - ROCKSALT) <br />30 <br />S.F. <br />$ j, ;Z_S <br />$ <br />Z `/3; : 1,C) <br />COLOR CONC. (LT. EARTHTONE - PAVERBAND - SMOOTH) <br />345 <br />S.F. <br />$ i cl <br />$ <br />u. <br />8 "X8" CLAY BRICK PAVERS <br />1300 <br />S.F. <br />$ i 0 <br />$ <br />'3 C) l0 <br />ADA - CLAY BRICK PAVERS <br />450 <br />S.F. <br />$ i :..- <br />$ <br />; y a-- <br />SUB -TOTAL <br />$ r/ /S-S. SO <br />DRAINAGE <br />6" PVC PIPE <br />250 <br />LF <br />$ l • -1 r3 <br />$ <br />10" PERFORATED UNDERDRAIN PIPE <br />1400 <br />LF <br />$ _5-2 --s— <br />$ <br />736/ -L' <br />18" SOLID HDPE <br />385 <br />LF <br />$ 3c2- `jj <br />$ <br />y 0. 3-:i <br />15' SOLID HDPE <br />355 <br />LF <br />$ � n - 6 a <br />$ <br />j O 8 y/. yd <br />12" DRAIN BASIN <br />16 <br />EA <br />$ j 6 y <br />$ <br />26 39i. ;(i <br />18" DRAIN BASIN <br />16 <br />EA <br />T -3rf6. 76 <br />$ <br />� R 3 qR, i46 <br />DRAINAGE WELL <br />1 <br />EA <br />$ O <br />$ <br />3 6-1 3 0 <br />DRAINAGE STRUCTURE 12'x 10' x 7' <br />1 <br />EA <br />$ <br />$ <br />c-IQ Oey <br />SUB -TOTAL <br />$ <br />2,q5-073- <br />CONT. <br />BID FORM - EXHIBIT A 00310 -7 <br />