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ST9301-EM040608BID ITEM SCHEDuLESUmmary~ of Estimated Quai~i{ies & Costs NO. T.H.D. NO. DESCRIPTION Unit Quantib/ Unit Price Estimated 1 100 =REPARE RtGHT OF WAY STA 42.4 ~-00 0C $29,680.00 2 104 ~EMOVING ASPHALT ~PAV[NGI AND BASE SY 13,050.0 5.0C $65,250.0~1 3 104 ~EMOVING CONCRETE (SIDEWALK/ SY 350.0 6.0( $2,100.0u 4 104 =.EMOVING CONCRETE/DRIVEWAYS) SY 1,663.0 12.0( $19,956.00 5 104 [EMOVING CONCRETE (RIPRAP) SY 482.0 6.0( $2,892.00 ~ - 110 [XCAVATION (ROADWAY AND CHANNEL) CY 2,762.0 90( $24,858.0C 7 - 132 EMBANKMENT (DENS CONT) (CLASS 3/ CY 67,533.0 I0.00 $675,330.0( 8 160 :URNISHING AND pLACING TOPSOIL 14") tCLASS 2) SY 36,762.0 1.00 $36,762.0[; 9 - 164 SEEDING FOR EROSION CONTROL ICELLULOSE FM ) SY 37,487.0 0.25 $9,371 1~ 247 :LEX BASE TYPE "A" GR- 2 CLASS 4 CY 21.7 125.00 $2 712.5{ 11 260 LtME TREATED SUBGRADE (6") SY 32,558.0 1,75 $56,976.50 12 260 _IME SLURRY (TYPE "A"t TON 616.9 95.00 $58,608.35 13 340 'IMAC (TYPE "D"I TON 150.0 100.00 $15 060.00 14 360 ~IONOL[THtC CURS, 6" LF 15,072.0 2.00 $30,144.00 15 360 ~.ONCRETE PAVEMENT/8" REINF~) SY 29,113.0 30.00 $873,390.00 16 360 CONCRETE STREET HEADER LF 63.0 10.0(~ $630.00 17 400 ;TRUCTU RAL EXCAVAT[ON/CULVERT, LARGE) CY 14,4360 15.0( $216,540 £,~ 1~8 400 STRUCTURAL EXCAVATION (RIPRAP) CY 150.0 10 0( ~19 400 STRUCTURAL EXCAVATION (CULVERT, SMALL) CY 1,721.4 5.0[ $8,607.(~ -- 2(~ 400 CEMENT STABILIZED BACKFILL CY 160.0 150.0( $24,00000 -- ~1 402 TRENCH SAFETY PROYECTION LF 3,775.0 1.00 $3,775.0~ 22 403 TEMPORARY SPECIAL SHORING SF 42,5000 7.00 $297,500 OC 2~ ' 423 :[ETAINING WALL (CONCRETE BLOCK) SY 10,116.0 30.00 $303~480.O~ 24 - 432 ~IPRAP, CLASS B CY 511.0 300.00 $153 300 0.~ ~5 462 :)RECAST CONCRETE SOX CULVERT, 10' X 8' LF 652.0 88500 $577,020.0( 2~- 464 "PVC STORM DRAIN PiPE LF 50.0 10.00 $500.00 27- 464 18" RCP SEWER, CL ill LF 572.0 45.00 $25,740.00 --28 ' 464 21" RCP SEWER, CL III LF 1,312,0 50.00 $65,60Q00 ~29- 464 24" RCP SEWER, CL III LF 5650 55,0~ $31,075.00 -- 30- 464 27" RCP SEWER, CL III LF 56.0 60.0C $3,36000 31 464 30" RCP SEWER, CL ill LF 187.0 65.0( $12~155.00 32 464 33" RCP SEWER, CL Ill LF 184.0 70.0( $12,880.00 3~ 464 6" RCP SEWER, CL III LF 85.0 80.0( $6,800.£~ 3~ 464 ~8" RCP SEWER, CL III LF 6880 130.0( $89,440.0u --3~ 465 ' REC. CURB INLET Each 6.0 2,100.00 $12,600.(~ 3~ 465 ;' REC. CURB INLET Each 3.0 2,500.00 $7,500.00 --3~ 465 10' REC. CURB INLET Each 11.0 2,750.00 $30,250.00 3~ 465 2'x4' GRATE INLET ('FY H) Each 1.0 2,250.00 $2,250.0( 39 465 y INLET 4X4 Each 1.0 2,600.00 $2,600.0( 40 465 TYPE 'A' STRM. SEWER MANHOLE, 21" DIA. Each 0.0 2,500,00 $0.0C 41 465 TYPE 'A' STRM. SEWER MANHOLE, 24" DIA. Each 0.0 3,000.00 $0.0( L 4--2 465 tYPE'B' STRM SEWER MANHOLE, 48" DIA. Each 0.0 3,750.00 FinaiJune2-20O4-Sandy Lake Cost Estimate.xls ~m te Quantities & Costs T.H.D. NO, 465 466 466 466 466 466 466 466 474 496 496 496 496 560 Each 500 502 508 512 512 512 530 'B' STRM SEWER MANHOLE, 36" DIA. Each ~ Each t EADWALL, TY Each ~ Each -tEADWALL, TY~ Each C (33") Each TY C_~.~_ Each ~ LF SLOTTED DRAiN~ LF REMOVE OLD S~ LF )ED STRUCT~ ~ OLD DRAINAGE STRUCTURE 10' XB' BOX LF STRUC~'URES, WINGWALLS Each EA ASSEMBLIES ~ILIZATION BARRICADES SIGNS, AND TRAFFIC HANDLING 531 531 542 T ~)ETOU~ CONC. BARRIER CONC BARRIER ~OR~'ABLE CONC BARRIER DRIVEWAYS ER FREE RAMPS D~TECTABLE ~IDEWALK 550 618 618 624 624 636 624 624 662 662 662 666 566 672 672 NA 677 5005 5005 ~IETAL BEAM GUARD FENCE pLACE CHAIN LINK FENCE >Vt CONDUIT ~ BOXES, TY A GROUND BOXES, Tr' B SD SGN ASSM ~__ SMALL RDSD SGN ASSM_~L~ r. ZN PAV MRK REMOV ZN PAV MRK REMOV < ZN PAV MRK REMOV PAV~ MRK TY ~~ FL PAVE MRK TY tJ PAV MBKR P-15W IS PAV MRKR P-7W ' x6" JIGGLE BAR_.~_ EXT PAV MARK & MRKR 4J~.~_ K FILTER DAM, ~~ :ILTER DAM, 3' 20 1,250.00 2.0 2.0 2,250. 1.0 3.000.0 17,0 80.00 57,0 $3,000J $2,5 $0.00 $570.( Month SY LF 423.0 380.0 55 O0 2.0 1,000 C 2,0 1.0 18.0 2,579 LF LF 4,680.0 30.00 2,25 SY 1,638. SY 142.0 65.00 SY 93.0 35.00 LF 400.0 LF 1,561.0 16.0 LF LF Each 32.0 60000 Each 625 00 SF 102.0 12.00 Each 14.0 Each 7.0 LF LF 130.0 LF LF 215.0 LF 215.0 EA 400.0 EA EA 2.50 LF LF 6400 LF 64.0 $9.562. $2,000 $39,500 $44,01, $1,224 $3,1~ $14,315 $1o4.o $752.50 $400.C $22,11 FinalJune2-2004-Sandy Lake Cost Estimate xls Costs 5005 5065 618 5559 656 5O2 3556 3556 3556 3556 3556 NA 531 3556 3556 620 3556 3556 3556 3556 FILTER DA~ ,~ WATER POLLUTION PREVENTION pLAN 'VC D CONCRETE :OR RD~LL ASM (TyP_A)(241N DR SH) BARRICADES FOR UTILITY LOCATION ENCASEMENT FOR UTILITY PROTECTION "TYPE K WATER LINE "SERVICE TAP(PER CITY STANDARD) ~ALL VALVE PVC C900 WATER LINE 3556 3556 3556 3556 3556 16" X 8" TAPPING SLEEVE AND VALVE 3556 X 8" TAPPING SLEEVE AND VALVE 3556 12" X 8" TAPPING SLEEVE AND VALVE 3556 STOP AND VALVE ~NISH AND INSTALL CiTY ENTRANCE SIGN ;ONCRETE SIDEWALK 10" SANITARY SEWER ALL DEPTHS ENCASEMENT FOR SANITARY SEWER .IGHT FOUNDATION SS MH "F ; C900 WATERLINE UST EXISTING MH'S TO GRADE VALVE BOXES TO GRADE VALVE HYDRANT (PER CITY STANDARDS) EXiSTiNG FIRE HYDRANT Unit LF 6400 LS LF 2,042. SF 933.0 g.3[ EA 24.0 100.00 EA 500.00 EA 70.0 CY - 15~0 LF - 7~.0 EA LF 295.0 $7,500.0 $6,531 250.00 $500.05 25.00 EA LS SY LF LF EA EA LF EA EA 3~ 8.0 250.00 5,000.00 $5,000.0 750.00 35.00 120.0 40.00 75.0 25.0 85000 1.0 16.0 13.0 23 0 $400.00 $13,000 ISUBTOTAL CONTINGENCIES ('15%+1-) FinaIJune2-2004-Sandy Lake Cost Estimate.xls