COUNTY: JACK HIGHWAY: US 380 LENGTH: 13.5700 MI
CONTROL NUMBER: 0134-10-020, ETC SBE GOAL: 0.0 %
PROJECT NUMBER: C 134-10-20, ETC
TYPE: SUPER-2 HIGHWAY
TIME FOR COMPLETION: 406 WORKING DAYS GUARANTY: 100,000.00
BIDS RECEIVED UNTIL: 1:00 PM FEBRUARY 02, 2024 EST.COST: 17,136,600.45
BIDS WILL BE OPENED: 1:00 PM FEBRUARY 02, 2024
MAIL OR DELIVER BIDS TO: FOR PS&E PROJECT QUESTIONS CALL:
TEXAS DEPARTMENT OF TRANSPORTATION EDREAN CHENG
ATTN: CONSTRUCTION DIVISION - M1C3.02 1710 W US 380
6230 E. STASSNEY LANE DECATUR, TX 76234
AUSTIN TX 78744-3147 940/626-3400
FOR QUESTIONS REGARDING A PROPOSAL CALL 512/416-2498
TO REQUEST A PROPOSAL GO TO http://www.dot.state.tx.us/business/pr.htm
FOR ELECTRONIC BIDDING VISIT THE WEBSITE BELOW:
http://www.txdot.gov/business/letting-bids/ebs.html
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COUNTY CONTROL LIMITS FROM
HIGHWAY PROJECT LIMITS TO
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JACK 0134-10-020 FM 1156
US 380 C 134-10-20 WISE COUNTY LINE
LENGTH: 6.9710 MILES
JACK 1309-01-035 US 281
US 380 C 1309-1-35 FM 1156
LENGTH: 6.5990 MILES
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ITEM DES APPROXIMATE
ALT NO. CD. ITEM DESCRIPTION UNIT QUANTITIES
--------------------------------------------------------------------------------
100 6002 PREPARING ROW STA 695.130
105 6021 REMOVING STAB BASE AND ASPH PAV (0-4") SY 1,037.000
105 6061 REMOV STAB BASE & ASPH PAV (8"-20") SY 36,703.000
110 6001 EXCAVATION (ROADWAY) CY 37,464.000
132 6004 EMBANKMENT (FINAL)(DENS CONT)(TY B) CY 17,339.000
161 6017 COMPOST MANUF TOPSOIL (4") SY 184,513.000
164 6021 CELL FBR MLCH SEED(PERM)(RURAL)(SANDY) SY 184,513.000
164 6029 CELL FBR MLCH SEED(TEMP)(WARM) SY 92,257.000
164 6031 CELL FBR MLCH SEED(TEMP)(COOL) SY 92,257.000
168 6001 VEGETATIVE WATERING MG 12,918.000
247 6041 FL BS (CMP IN PLC)(TYA GR1-2)(FNAL POS) CY 15,097.000
260 6002 LIME (HYDRATED LIME (SLURRY)) TON 576.000
260 6015 LIME TRT (NEW BASE)(8") SY 31,971.000
275 6001 CEMENT TON 480.000
275 6009 CEMENT TREAT (NEW BASE) (8") SY 31,971.000
310 6028 PRIME COAT (MC-30 OR EC-30) GAL 19,184.000
316 6024 ASPH (CRS-2P) GAL 54,659.000
316 6173 AGGR(TY-B GR-3 SAC-B) CY 614.000
316 6175 AGGR(TY-B GR-4 SAC-B) CY 540.000
354 6010 PLAN & TEXT ASPH CONC PAV(0" TO 6") SY 9,115.000
400 6005 CEM STABIL BKFL CY 517.000
400 6008 CUT & RESTORE ASPH PAVING SY 344.000
403 6001 TEMPORARY SPL SHORING SF 3,789.000
432 6002 RIPRAP (CONC)(5 IN) CY 47.000
432 6024 RIPRAP (STONE COMMON)(DRY)(12 IN) CY 501.000
432 6045 RIPRAP (MOW STRIP)(4 IN) CY 196.000
438 6002 CLEANING AND SEALING EXIST JOINTS(CL3) LF 92.000
438 6004 CLEANING AND SEALING EXIST JOINTS(CL7) LF 49.000
451 6024 RETROFIT RAIL (TY SSTR) LF 548.000
462 6019 CONC BOX CULV (8 FT X 4 FT) LF 72.000
462 6063 CONC BOX CULV (8 FT X 4 FT)(EXTEND) LF 6.000
462 6064 CONC BOX CULV (8 FT X 5 FT)(EXTEND) LF 16.000
462 6075 CONC BOX CULV (10 FT X 7 FT)(EXTEND) LF 20.000
462 6078 CONC BOX CULV (10 FT X 10 FT)(EXTEND) LF 20.000
464 6003 RC PIPE (CL III)(18 IN) LF 620.000
464 6005 RC PIPE (CL III)(24 IN) LF 62.000
464 6007 RC PIPE (CL III)(30 IN) LF 30.000
464 6008 RC PIPE (CL III)(36 IN) LF 22.000
464 6010 RC PIPE (CL III)(48 IN) LF 6.000
464 6011 RC PIPE (CL III)(54 IN) LF 12.000
466 6005 HEADWALL (CH - FW - 0) (DIA= 24 IN) EA 2.000
466 6007 HEADWALL (CH - FW - 0) (DIA= 30 IN) EA 2.000
466 6009 HEADWALL (CH - FW - 0) (DIA= 36 IN) EA 1.000
466 6011 HEADWALL (CH - FW - 0) (DIA= 48 IN) EA 1.000
466 6024 HEADWALL (CH - FW - 15) (DIA= 36 IN) EA 1.000
466 6057 HEADWALL (CH - FW - 45) (DIA= 54 IN) EA 1.000
466 6097 HEADWALL (CH - PW - 0) (DIA= 24 IN) EA 1.000
466 6153 WINGWALL (FW - 0) (HW=6 FT) EA 2.000
466 6156 WINGWALL (FW - 0) (HW=9 FT) EA 2.000
466 6168 WINGWALL (FW - S) (HW=7 FT) EA 1.000
466 6175 WINGWALL (PW - 1) (HW=14 FT) EA 2.000
467 6363 SET (TY II) (18 IN) (RCP) (6: 1) (P) EA 48.000
467 6380 SET (TY II) (24 IN) (CMP) (6: 1) (P) EA 3.000
480 6001 CLEAN EXIST CULVERTS EA 13.000
496 6016 REMOV STR (PIPE) EA 7.000
500 6001 MOBILIZATION LS 1.000
502 6001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 19.000
506 6001 ROCK FILTER DAMS (INSTALL) (TY 1) LF 2,460.000
506 6011 ROCK FILTER DAMS (REMOVE) LF 2,460.000
506 6038 TEMP SEDMT CONT FENCE (INSTALL) LF 31,704.000
506 6039 TEMP SEDMT CONT FENCE (REMOVE) LF 31,704.000
506 6040 BIODEG EROSN CONT LOGS (INSTL) (8") LF 31,704.000
506 6043 BIODEG EROSN CONT LOGS (REMOVE) LF 31,704.000
510 6003 ONE-WAY TRAF CONT (PORT TRAF SIG) MO 2.000
512 6001 PORT CTB (FUR & INST)(SGL SLOPE)(TY 1) LF 1,980.000
512 6025 PORT CTB (MOVE)(SGL SLP)(TY 1) LF 1,980.000
512 6037 PORT CTB (STKPL)(SGL SLP)(TY 1) LF 1,980.000
530 6005 DRIVEWAYS (ACP) SY 4,561.000
530 6008 TURNOUTS (ACP) SY 12.000
533 6001 RUMBLE STRIPS (SHOULDER) LF 101,410.000
533 6002 RUMBLE STRIPS (CENTERLINE) LF 48,557.000
540 6001 MTL W-BEAM GD FEN (TIM POST) LF 2,000.000
540 6006 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 8.000
540 6020 MTL W - BEAM GD FEN (LOW FILL CULVERT) LF 50.000
542 6001 REMOVE METAL BEAM GUARD FENCE LF 3,575.000
542 6002 REMOVE TERMINAL ANCHOR SECTION EA 5.000
544 6001 GUARDRAIL END TREATMENT (INSTALL) EA 16.000
544 6003 GUARDRAIL END TREATMENT (REMOVE) EA 11.000
545 6003 CRASH CUSH ATTEN (MOVE & RESET) EA 22.000
545 6005 CRASH CUSH ATTEN (REMOVE) EA 4.000
545 6019 CRASH CUSH ATTEN (INSTL)(S)(N)(TL3) EA 4.000
560 6004 MAILBOX INSTALL-S (TWG-POST) TY 2 EA 3.000
560 6006 MAILBOX INSTALL-M (TWG-POST) TY 2 EA 1.000
644 6001 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 21.000
644 6004 IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA 9.000
644 6007 IN SM RD SN SUP&AM TY10BWG(1)SA(U) EA 3.000
644 6030 IN SM RD SN SUP&AM TYS80(1)SA(T) EA 1.000
644 6033 IN SM RD SN SUP&AM TYS80(1)SA(U) EA 6.000
644 6037 IN SM RD SN SUP&AM TYS80(1)SA(U-WC) EA 1.000
644 6068 RELOCATE SM RD SN SUP&AM TY 10BWG EA 5.000
644 6070 RELOCATE SM RD SN SUP&AM TY S80 EA 1.000
644 6076 REMOVE SM RD SN SUP&AM EA 22.000
658 6061 INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2 EA 54.000
658 6081 INSTL DEL ASSM (D-SW)SZ 1(WFLX)GND(BI) EA 74.000
658 6099 INSTL OM ASSM (OM-2Z)(WFLX)GND EA 17.000
662 6004 WK ZN PAV MRK NON-REMOV (W)4"(SLD) LF 1,820.000
662 6034 WK ZN PAV MRK NON-REMOV (Y)4"(SLD) LF 1,330.000
662 6063 WK ZN PAV MRK REMOV (W)4"(SLD) LF 73,805.000
662 6095 WK ZN PAV MRK REMOV (Y)4"(SLD) LF 37,705.000
662 6109 WK ZN PAV MRK SHT TERM (TAB)TY W EA 2,207.000
662 6110 WK ZN PAV MRK SHT TERM (TAB)TY Y EA 2,207.000
666 6006 REFL PAV MRK TY I (W)4"(DOT)(100MIL) LF 1,466.000
666 6300 RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) LF 8,467.000
666 6303 RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) LF 112,695.000
666 6315 RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) LF 112,851.000
668 6076 PREFAB PAV MRK TY C (W) (24") (SLD) LF 124.000
668 6083 PREFAB PAV MRK TY C (W) (LNDP ARROW) EA 8.000
672 6007 REFL PAV MRKR TY I-C EA 426.000
672 6009 REFL PAV MRKR TY II-A-A EA 1,411.000
677 6001 ELIM EXT PAV MRK & MRKS (4") LF 76,600.000
3076 6002 D-GR HMA TY-B SAC-B PG64-22 TON 19,073.000
3077 6027 SP MIXES SP-C SAC-A PG70-28 TON 27,386.000
3077 6075 TACK COAT GAL 46,463.000
6185 6002 TMA (STATIONARY) DAY 994.000
6185 6005 TMA (MOBILE OPERATION) DAY 28.000