|
PRICE
<br /> 4 Is RCP, CL Iff LF 31 24.00 0 0.00 31 744.W
<br /> 5 21" RCP, CL 111 LF 160 27.00 0 0.00 153 4, L3L00
<br /> 6 21' RCP F.E.S,, CL III EA 1 425.00 0 0.00 1 425,00
<br /> 7 12 RCP F.E.S., CL III (SEE #17) EA 2 375.00 0 0.00 1 375 (YJ
<br /> 9 88" SPAN RCP, CL HI LF 2:245 100.00 0 0.00 226.5 22,650.00
<br /> 9 89' RCP SPAN F.E.S., CL IN EA 2 1.000.00 0 0.00 2 2,00000
<br /> 20 48' STORM SEWER MANHOLE EA 3 500.00 0 0.00 3 1.500.00
<br /> 11 STANDARD CATCH BASIN EA 9 800.00 0 0.00 8 6,400.00
<br /> 12 RIP RAP (CL 11) CY 120 35.00 0 0.00 107 3.745,00
<br /> D RIP RAP (CL 111) CY 55 30.OU a 0.00 98 2,940.00
<br /> 14 GRANULAR FOUNDATION (CV) CY 400 5,00 0 0.00 398 1,990.00
<br /> Is BAFFLED WEIR IS I L200.00 0 0.00 1 1.2W.00
<br /> 16 IN-PLACE DENSITY EA 6 30.00 D 0.00 3 WOO
<br /> 17 DIFFUSER (CHANGE FROM 87) EA 1 5w.ou 0 0,00 1 5w,00
<br /> T SCHEDULE 3.0 STORM DRAINAGE-TOTAL 0.00 67,399.00
<br /> SCHEDULE 4,0 - STREET CONSTRUCTION
<br /> I REMOVE EXIST. BIT, PAVEMENT SY 2400 2.25 0 0.00 2400 5,400.00
<br /> 2 SALVAGE GUARD RAIL Ls 500 200,00 0 0.00 1 200,00
<br /> 3 SUBGRADE PREPARATION RDSTA 38.1 98,00 0 0.0D 381 37,338,00
<br /> 4 GEOMTILE FABRIC SY 16500 0,90 0 0.00 16435 14.791.30
<br /> 5 SELECT GRANULAR BORROW (CV) CY 9400 2.50 0 0.00 9400 23,500.00
<br /> 6 CLASS 5 AGGREGATE BASE TN 5780 5.33 0 0.00 4826.24 25,723.86
<br /> 7 BIT, TYPE 31 BASE COURSE TN 1570 18.43 0 0.00 1749.07 32,235.36
<br /> 8 BIT, TYPE 41 WEAR COURSE TN 1310 20.70 0 0.00 1378.17 28,528.12
<br /> 9 BITUMINOUS TACK COAT GAL 700 1.20 0 0.00 7W 84000
<br /> 10 SURMOUNTABLE CONC, C 4- G LF 7830 4.80 a 0,00 7761 37,252.90
<br /> 11 CONCRETE VALLEY GUTTER SF 275 3.50 0 0.00 180 630.00
<br /> 12 TRIANGULAR VALLEY GUTTER EA 2 600.00 0 0.00 2 1.200.00
<br /> 13 4' PERFORATED DRAIN TILE LF 8070 1.25 0 0.00 8070 10,087.50
<br /> 14 STOP SIGN EA 5 IoD.w 0 0,00 5 500,00
<br /> 15 4" CONCRETE SIDEWALK SF 11400 1.70 0 0.00 2955 4,853.50
<br /> )b 6" CONCRETE SIDEWALK SF 1280 2.20 0 0.00 90 176.00
<br /> 17 PEDESTRIAN RAMPS EA 5 00.00 0 0.00 2 260.00
<br /> is SUBGRADE IN-PLACE DENSITY EA 16 30.00 0 0.00 11 330.00
<br /> 19 SUBGRADE PROCTOR EA 1 8000 0 aw 1 80.00
<br /> 20 CLASS 5 GRADATION EA 3 80,DD 0 0.00 3 240.W
<br /> 21 CLASS 5 PROCTOR EA 1 80.00 0 0.00 1 80.00
<br /> 22 CLASS 5 IN-PLACE DENSITY EA 8 30.00 0 0.00 8 240.00
<br /> 23 CONCRETE CYLINDER (3 EA.) EA 14 140.00 0 0.00 6 840.00
<br /> 24 BIT, EXTRACTION & GRADATION EA 14 275.00 0 0.00 0 000
<br /> 25 BIT. AIR VOIDS EA 14 I80,00 0 0.00 0 0.00
<br /> T SCHEDULE 4.0 STREET CONSTRUCTION-TOTAL Boo 225,326.64
<br /> SCHEDI IN, 5.0 IT WORK AND GEADINQ
<br /> I CLEAR & GRUB AC 2 2,800.00 0 0.00 2 3.600.00
<br /> 2 COMMON EXCAVATION CY 89160 1,25 0 0.00 89160 111,450 00
<br /> 3 SILT FENCE LF 2925 1.40 0 0.00 1849 2.589.60
<br /> 4 SEEDING AC 17.5 400.00 0 0.00 17.5 7,000.00
<br /> 5 BALE CHECKS EA 20 Loo a Too 0 0.00
<br /> 6 AMERICAN LINDEN, I* CAL, BR EA 15 65.00 0 0.00 15 975 03
<br /> 7 NIODE WEEPING WILLOW, CCAL, BR EA 12 65.00 0 0.00 15 975.00
<br /> a RED MAPLE, I" CAL, BR EA 7 65.00 0 aw 7 455
<br /> T SCHEDULE 5.0 SITE WORK AND GRADING -TOTAL O.W 129,003,60
<br /> 26004710.XLS Page 2 260-047-30
<br />
|