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Home My WebLink AboutCORRESPONDENCE - GENERAL CORRESPONDENCE - BID SCHEDULE BOBCAT RIDGE ACCESSJun-20-2006, 03:46pm From-BT CONSTRUCTION +3034668309 T-735 P.003/007 F-760 Job Descdpdm BOBCAT RIDGE ACCESS ROAD- REV 2 Job Looldon CR 32C Job Chy MASONVILLE , Pay 1oem. No. Pay lbm. Dsaeripdan . Snb1o�1 Qulu ft' Unft of moagmi , Unit Pdce . -Taal Pdm _ ..... as _..:....: .. ..._.,._ ,... .: ....: ...._ sIPHON coxes . _....... _. 2,00 Fad; 112M.00 22MOSO 12 240 DIP SIPHON 1.00 Is 52,8W.00 52,800A0 13 ENCASEMENT 1.00 LS 4,000.00 4,01AO 14 CUTOFF WALL 1.00 LS 11000.00 1,000.00 15 VENT ASSEMBLY 1.00 LS 0W.00 4,600110 16 SIPHON DRAIN 1.00 LS 7,900.00 7,9m.00 17 DEWATERING 1.00 LS 4,100,00 4,100A0 18 DITCH BYPASS 1.00 LS 0.00 OA0 SMON WORK 86 900.0o 21 VjW RCBC 19200 LF 586.00 112,512A0 22 RIPRAP 1.00 LS 15.000.00 18,000.00 23 DEWATERING 1.00 LS 8,700.00 0,700.00 24 HEADWALLS 8. WINGWALLS 1.00 LS 40,800.00 40Am.00 25 ROCK REMOVAL 1A0 LS 3,W0.00 3.800.00 LOWER CULVERT 1 Subb aL• iS3,812.00 30 TYPE C INLET 1.00 EeO 3,200.OD 3,200.00 31 18'RCP-STA29+80 40.00 LF 89.00 3ANA0 32 18' FES 2.00 Each 1.380,00 2,760A0 33 RIPRAP 14.00 Tan 93.00 1,302A0 18"RCP CULVERT- STA 2946 Subloft 10,822.00 41 9xVRCBC 48.00 LF 882.00 42,336.00 42 RIPRAP 97.00 Tan 46.00 4,462A0 43 DEINATERING 1.00 LS 5,20 2 5,200A0 44 HEADWALLS 8 WINGWALLS 1.00 LS 26,500.00 26,500.00 UPPER CULVERT Sub(obk 78,499.00 61 STRAW BALE BARRIER 4,00 Each 181A0 544.00 52 SILT FENCE 385.00 LF 1.60 69100 63 SEDIMENT TRAP 2.00 Each 3,725.W 7,45DA0 EROS(ONCONIROL Subbolah 4767.00 60 PERM TRAFFIC SIGNS 1.00 LS 7,700.00 7,700.00 Page i of 3 Jun-70-2006, 03:47pm From-BT CONSTRUCTION +3034668309 T-735 P.004/007 F-760 Pro{ios" Pay hem No. Pay Imnn. De rlpkton . - Qmnft Una of Measure UnR Price. Tolal Price. SublOfelDKCrlp®011 - .. - r PERi1ANENT TRAFFIC SIGNS sub/obi: 71700,00 71 EROSION BLANKET 1,22200 SY 4,00 4,880,00 72 SEEDING 1.00 Aae 300.00 %X0.00 REVEGETAWN Submahk Ae80.00 81 EARTHWORK MODE 1.00 LS BA00.00 6.400.00 82 CLEAR & GRUB 1.00 LS 4,20D.00 4;A0.00 83 STRIPISTOCKPILE TOPSOIL 1.00 LS 4,0002 4.000.00 84 SCARIFY/CONDITOMCONPACTBASES OF FILLS 24M.00 CY 280 7,000A0 85 CUT TO FILL 1200.00 CY 9.00 l000 0 86 EMBANKMENT USING ONSITE MATERIALS Z400A CY 1025 Z4,600A0 87 CUT BARROW DITCHES 5,400A0 LF 0.61 3,294.00 88 FINE GRADE ROADWAY SUBGRADE a/- 0.1 FT 10,500.00 SY 1.22 12.AIO 00 89 PLACE/COMPACT 6' CL 5 RD BASE 2,000,OD Ton 25.00 50M.00 89A PLACE 4" TOPSOIL ON SHOULDERM187URSED 1.0D LS 9,700.00 9,700.00 EARTHWORK Su~. 13ZIKOU 91 GENERAL CONDITIONS 1.00 LS 4,600.00 4ANA 92 MORE Im LS 8,400.00 8,400.00 93 SUPERINTENDENT 1,0D LS 9XDAO 9,300,00 94 TRAFFIC CONTROL 1.00 LS 35,200.00 35, MOD 95 SURVEY 1.00 LS on 0100 96 REMOVE TREES 10.00 EBM 900.00 9,000.00 97 POTHOLING 1.00 LS 000,00 5,900A0 98 FRIME BOND 1.00 LS 0.00 D,00 99 SAFETY ALLOWANCE 1.00 LS 0.00 0Ao 99A SUPPLIES ALLOWANCE 1.00 LS 0.00 am GENERAL COAMMONS Su1M3w. 72,40.00 100 GUARDRAIL 288.00 LF 116,00 33, SOM GUARDRAIL Subiode 344&00 111 18" RCP - STA 10.75 48.00 LF 89.00 4,272.00 112 18' FES 200 Each 11380.00 $T60.00 113 RIPRAP 14.00 Tan 93M 1,302.00 Page 2 of Jun-20-2006, 03:47Pm From-ST CONSTRUCTION +3034668309 T-735 P.005/007 F-760 Pay Nam Na 'Pay Mom Doacripl ad. Qumft Uea ctusamm . UNt Price —Toad m.m, sl*wDiwdogon' >00 18'RCPCULYERT-3TAlOnd3 12D AW%&TPAVPMENT 1.OD LS 36,497.OD 36A97A0 121 STRIPING 1.00 LS 700M 700.00 GRAND TOTAL 67 750.00 ..... .. .. .... .. ..... _._ _ ProyosalCerHNc}�Non_...,.. .. . Page 3 of 3 CONSTRUCTION, INC. OBCAT RIDGE ACCESS ROAD 0 ti 1 ITiCIPATED CONTRACT BI2312006 ITICIPATED START 012612006 c )MPLETION DATE 911I2000 0 o PRELLMINARY WORK 6 NEST RELOCATION QWEST )THOLING JRVEY KING JBILIZE PIPE CREW ~ MP TRAFFIC CONTROL SUB iNOVETREES SUB SIPHON WORK P' DIP PIPE CREW VCASEMENTICUTOFF WALL PIPE CREW ENTASSEMBLY PIPE CREW o PHO14GRAIN m PIPE CREW m SIPHON BOXES (CAVATE-BY HAND CONCCREW RAOEIFORMr"E CONCCREW 3UR CONCCREW NISHlSTRIP CONC CREW ACKFILL CONC CREW WH RACKIGRATES CONCCREW RISC SIPHON ITCH BYPASS SUD REEK OEWATERINO B'XB' RCBC XISET 9'x5' RCBC PIPE CREW o B'x1'HEADWALLSAMNOWALLS EADWALL EXCAVATE CONC CREW RADEIFORNYTIE CONC CREW h OUR CONC CREW o INISHISTRIP CGNC CREW EAOWALL BACKFILL CONC CREW m HEADWALLS E MGWALL EXCAVATE CONC CREW ;RADFJFORP.VTIE CONCCREW OUR CONCCREW INISFUSTRIP CONCCREW e JINGWALLBAGKFILL CONCCREVJ ti WINGWALLS v TOTAL HEADWALL&WINGWALLS m 0 9'x5' RCBC RISC WORK o :IRAP 2 MMK DEWATMINO PRELIMINARY CONSTRUCTION SCHEDULE 6120106 CITY UNIT WIS oils Am la zm Me zw MR m IM 43120 I= 013 Olin 0 DAYS RTWTF 2 DAYS TF 2 DAYS TF 1 DAYS M I DAYS M 2 DAYS TF 165 LF 4 DAYS TWTF 47 LF 1 DAYS MIN 1 EA 0.25 DAYS XX T 50 LF 0.5 DAYS XX F 5.76 DAYS 2 EA 1 DAYS 61 2 EA 4 GAYS TWTF 2 EA 0.75 DAYS M 2 EA 1 DAYS MT 2 EA 0.5 DAYS TW 3 EA 0.75 DAYS W 0 DAYS MONTH 10 DAYS XXXXX XXXXX 48 LF 2 DAYS TW 2 EA 1 DAYS PA 2 EA 1.5 DAYS TW 2 EA 0.25 DAYS 4V 2 EA 0.5 DAYS M 2 EA 0.5 DAYS W 3.74 DR$ 4 EA 1.5 DAYS TW 4 EA 3 DAYS WTF 4 EA 0.5 DAYS M 4 EA 0.6 DAYS T 4 EA i DAYS WT ij.5 DAYS 10.25 DAYS 97 TON 0.5 DAYS F 15 GAYS XKXXX XXXXX xXXXX OTT UNrr wis IV RCP @ STA 10475 3" RCP PIPE CREW 40 LF 0.6 DAYS 3" FES PIPE CREW 2 EA 0.25 DAYS IPRAP PIPE CREW 14 TON 0.25 DAYS 10' RCP 29+80 VRCP PIPECREW 50LF 0.6DAYS LL VFES PIPE CREW 2 EA 0.2512AYS YPE C INLET PIPE CREW 1 EA 0.26 DAYS o IPRAP PIPE CREW 14 TON 0.13 DAYS 0 o 8X4'RCeC o OCK REMOVAL PIPE CREW 1 LS 6 DAYS a XISET e'x4' RCBC PIPE CREW 192 LF 4 DAYS ti WKN HEADWALLSA'VINOWALLS F EAOWALL EXCAVATE CONC CREW 2 EA 1 DAYS RADEIFORLUTIE CONC CREW 2 EA 1.6 DAYS OUR CONC GREW 2 EA 1 DAYS NISHISTRIP CONC CREW 2 EA 0.5 DAYS EAOWALL BACKFILL GONG GREW 2 EA 0.5 DAYS HEADWALLS 4.5 DAYS IINGWALL EXCAVATE CONC CREW 4 EA 2.5 DAYS a, RACEIFORI.1fTIE CONC CREW 4 EA 5 DAYS m OUR CONC CREW 4 EA 0.76 DAYS NISHISTRIP CONC CREW 4 EA 1.5 DAYS a IINGWALL BACKFILL CONC CREW 4 EA 1 DAYS o WINawaus t0.7e Ys + TOTAL HEADWALLENYINOWALLS 15.26 DAYS WxC RCBC MISC WORK IPRAP CONC CREW 349 TON 2 DAYS REEK DEWATERINO z0 DAYS EROSION CONTROL THAW/ BALE BARRIER SUB ILTFENCE SUB EDIM ENT TRAP PIPE CREW 2 EA 0.6 DAYS EARTHWORK ARTHWORKMOBE SUB I LS I DAYS LEAR'GRUB SUB r LS I DAYS TRIP/STOCKPILE TOPSOIL SUB 1 LS 2 DAYS z o CARIFYIRECOMPACTBASE SUB 2500 CY 2 DAYS �- Ur TO FILL SUB 1200 CY I DAYS MBANKMENT SUB 2300 CY 2 DAYS H UT BARROW DITCHES SUB 6400 LF 1 DAYS z INE GRADE: SUBORADE SUB low SY 2 DAYS LACE 6" TtO BASE SUB 2000 TON 3 DAYS m 'TOPSOIL ON SHOULDERS SUB I LS 2 DAYS 17 DAYS GUARDRAIL UARORAIL • 9x6 BOX SUB 00 LF 6 DAYS UARORAIL - ex4 BOX SUB 200, LF 6 DAYS E ti RESTORATION v EEDINO SUB 1 ACRE 1 DAY o ROSIONMNKEi SUB 1222 BY 3 DAYS o TRAFFIC SIGNS H IGNS SUB I LS 5 DAYS ASPHALT �. AVING SUB 1 LS 2 DAYS TRIPINO SUB I LS 1 DAY i ml If m M M M W1 = 71 +§a KU W2 Al3Z obi III T T T T F MT WT F MTW M TW W T F TWT TF MTWT TF LIT TW TF XXXXX XXXXX XXXXX XXXXX XXXXX X X KK X X X XX X XX XXX XX XXXXX XXXXX X XXX XXXXK XX K