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JULY 26,1990 <br />ROSE PLACE ( STEWART LOT SPLIT) <br />STREET CONSTRUCTION <br />COST ESTIMATE <br />ITEM <br />UNIT <br />UNIT PRICE <br />EST. EST. <br />QUANTITY COST <br />CLEAR AND GRUB L.S. <br />COMMON EXCAVATION C.Y. <br />SUBGRADE PREPARATION S.Y. <br />GRANNULAR BORROW TON <br />AGGREGATE BASE, CL. S, 100% CRUSHED TUN <br />2331 BITUMINOUS BASE TUN <br />2341 BITUMINOUS WEAR <br />AC -1 BIT. MATERIAL FOR MIXTURE <br />BITUMINOUS MATERIAL FOR TACK: <br />12 "'RCP STORM SEWER <br />12" FLARED END SECTION <br />RIP RAP <br />GRANULAR FILTER MATERIAL <br />GEOTEXTILE FABRIC <br />TYPE TI CATCH BASIN <br />ADJUST CASTING <br />TON <br />TON <br />GAL. <br />L.F. <br />EA. <br />C.Y. <br />C.Y. <br />C.Y. <br />EA. <br />EA. <br />SURMOUNTABLE CURB AND GUTTER L.F. <br />SEED W/ TOPSOIL, FERT., AND MULCH ACRE <br />SOD W/ TOPSOIL S.Y. <br />EROSION CONTROL FENCE L.F. <br />$2,000.00 <br />$3.00 <br />$1.00 <br />$4.50 <br />$7.00 <br />$16.00 <br />$18.00 <br />$150.00 <br />$1.50 <br />316.00 <br />$300.00 <br />335.00 <br />$15.00 <br />$2.00 <br />$800.00 <br />3100.00 <br />$6.00 <br />$4,000.00 <br />$2.50 <br />$'2.00 <br />1 $2,000.00 <br />450 $1,350.00 <br />700 3700.00 <br />500 $.2,250.00 <br />330 4+.2. 310. (/0 <br />50 $bOV.(.0 <br />50 $1J00.00 <br />6 ■'Q00.00 <br />30 345.00 <br />;::4 $544.00 <br />1 $300. 00 <br />15 $b-5.00 <br />8 $120.00 <br />6 312.00 <br />2 $1,600.00 <br />.: $300.00 <br />500 33,000.00 <br />0.2 $8o0.00 <br />500 $1,250.00 <br />100 $200.00 <br />TOTAL ESTIMATED CONSTRUCTION$19,906.00 <br />+ 10% CONTINGENCIES $1,990.60 <br />$21,896.60 <br />+15% DESIGN, INSPECT., ADMIN $3,284.49 <br />+ 5% CAPITALIZED INTEREST <br />$25,181.09 <br />$1,259. U5 <br />-TOTAL ESTIMATED COST $26,440:14 <br />Page 37 <br />