COUNTY: TAYLOR HIGHWAY: US 83 LENGTH: 5.8510MI CONTROL NUMBER: 0033-06-107, ETCDBE GOAL: 1.0 % PROJECT NUMBER: NH 1702(240), ETC TYPE: PLANE,UNDERSEAL,SMA,BR RAIL,BR JTS TIME FOR COMPLETION: 294 WORKING DAYSGUARANTY: 100,000.00 BIDS RECEIVED UNTIL: 1:00 PM JUNE 07, 2017 EST.COST: 8,908,639.17 BIDS WILL BE OPENED: 1:00 PM JUNE 07, 2017 MAIL OR DELIVER BIDS TO: FOR PS&E PROJECT QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONMCGEE CASEY ATTN: CONSTRUCTION DIVISION - ROOM 1A.2 1350 N ARNOLD BLVD 200 E RIVERSIDEABILENE, TX 79603 AUSTIN TX 78704-1204325/690-9821 TO REQUEST A PROPOSAL CALL 512/416-2498 FOR ELECTRONIC BIDDING VISIT THE WEBSITE BELOW: http://www.txdot.gov/business/letting-bids/ebs.html ------------------------------------------------------------------------------ COUNTY CONTROL LIMITS FROM HIGHWAY PROJECT LIMITS TO ------------------------------------------------------------------------------ TAYLOR0033-06-107NEAR FM 2404 US 83NH 1702(240)NEAR S 7TH ST IN ABILENE LENGTH: 4.8220 MILES TAYLOR0033-06-109AT ELM CREEK (SBML) US 83BR 1702(241)1.10 MI SW OF IH 20 LENGTH: 0.2230 MILES TAYLOR0033-06-110AT ELM CREEK (NBML) US 83BR 1702(242)1.10 MI SW OF IH 20 LENGTH: 0.2230 MILES TAYLOR0033-06-111AT ELM CREEK RELIEF US 83BR 1702(243)1.45 MI S OF IH 20 LENGTH: 0.1070 MILES TAYLOR0033-06-112AT AMBLER AVE (US 83 NB) US 83BR 1702(244)0.55 MI SW OF IH 20 LENGTH: 0.2380 MILES TAYLOR0033-06-113AT AMBLER AVE (US 83 SB) US 83BR 1702(245)0.55 MI SW OF IH 20 LENGTH: 0.2380 MILES ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 104 6009REMOVING CONC (RIPRAP)SY 9,094.0001 316 6001ASPH (MULTI OPTION)GAL 145,694.0002 316 6175AGGR(TY-B GR-4 SAC-B)CY 2,755.0003 344 6011SUPERPAVE MIXTURES SP-B PG64-22TON 217.0004 344 6120SUPERPAVE MIXTURES SP-D SAC-B PG70-22TON 7,012.0005 346 6015STONE-MTRX-ASPH SMA-D SAC-A PG76-28TON 18,948.0006 351 6004FLEXIBLE PAVEMENT STRUCTURE REPAIR(8")SY 6,650.0007 351 6008FLEXIBLE PAVEMENT STRUCTURE REPAIR(12")SY 371.0008 354 6041PLANE ASPH CONC PAV (1.5")SY 314,333.0009 356 6021PAV JT UNDERSEAL (24")LF 1,416.00010 429 6004CONC STR REPAIR(RAPID DECK REP(PRT DPT)SF 1,188.00011 429 6007CONC STR REPAIR (VERTICAL & OVERHEAD)SF 1,360.00012 432 6001RIPRAP (CONC)(4 IN)CY 101.00013 432 6002RIPRAP (CONC)(5 IN)CY 16.50014 432 6045RIPRAP (MOW STRIP)(4 IN)CY 1,094.00015 438 6001CLEANING AND SEALING EXISTING JOINTSLF 524.00016 438 6009CLEANING EXISTING JOINTSLF 696.00017 451 6025RETROFIT RAIL (TY SSTR)(HPC)LF 5,440.00018 451 6048RETROFIT RAIL (ADD HSS)LF 918.00019 454 6008HEADER TYPE EXPANSION JOINTCF 56.00020 454 6009JOINT SEALANTLF 266.00021 454 6012HEADER TYPE EXPANSION JOINT (SPL)CF 391.00022 454 6013JOINT SEALANT (SPL)LF 802.00023 467 6249SET (TY I)(S= 7 FT)(HW= 5 FT)(4:1) (C)EA 5.00024 500 6001MOBILIZATIONLS 1.00025 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 16.00026 512 6017PORT CTB (DES SOURCE)(F-SHAPE)(TY 1)LF 3,990.00027 512 6029PORT CTB (MOVE)(F-SHAPE)(TY 1)LF 21,220.00028 512 6041PORT CTB (STKPL)(F-SHAPE)(TY 1)LF 3,990.00029 540 6001MTL W-BEAM GD FEN (TIM POST)LF 17,775.00030 540 6006MTL BEAM GD FEN TRANS (THRIE-BEAM)EA 28.00031 540 6016DOWNSTREAM ANCHOR TERMINAL SECTIONEA 48.00032 540 6018MTL BM GD FEN TRANS (NON - SYM)EA 30.00033 540 6020MTL W - BEAM GD FEN (LOW FILL CULVERT)LF 700.00034 542 6001REMOVE METAL BEAM GUARD FENCELF 18,250.00035 542 6002REMOVE TERMINAL ANCHOR SECTIONEA 48.00036 542 6004RM MTL BM GD FENCE TRANS (THRIE-BEAM)EA 10.00037 544 6001GUARDRAIL END TREATMENT (INSTALL)EA 46.00038 544 6003GUARDRAIL END TREATMENT (REMOVE)EA 46.00039 545 6003CRASH CUSH ATTEN (MOVE & RESET)EA 23.00040 545 6005CRASH CUSH ATTEN (REMOVE)EA 3.00041 545 6019CRASH CUSH ATTEN (INSTL)(S)(N)(TL3)EA 3.00042 658 6063INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2(BR)EA 136.00043 658 6065INSTL DEL ASSM (D-SY)SZ 1(BRF)GF2(BR)EA 53.00044 658 6069INSTL DEL ASSM (D-SW)SZ (BRF)CTB (BR)EA 30.00045 658 6070INSTL DEL ASSM (D-SY)SZ (BRF)CTB (BR)EA 30.00046 662 6004WK ZN PAV MRK NON-REMOV (W)4"(SLD)LF 31,950.00047 662 6012WK ZN PAV MRK NON-REMOV (W)8"(SLD)LF 3,650.00048 662 6013WK ZN PAV MRK NON-REMOV (W)12"(LNDP)LF 120.00049 662 6014WK ZN PAV MRK NON-REMOV (W)12"(SLD)LF 300.00050 662 6034WK ZN PAV MRK NON-REMOV (Y)4"(SLD)LF 28,670.00051 662 6063WK ZN PAV MRK REMOV (W)4"(SLD)LF 2,550.00052 662 6071WK ZN PAV MRK REMOV (W)8"(SLD)LF 530.00053 662 6095WK ZN PAV MRK REMOV (Y)4"(SLD)LF 1,250.00054 662 6109WK ZN PAV MRK SHT TERM (TAB)TY WEA 21,150.00055 666 6006REFL PAV MRK TY I (W)4"(DOT)(100MIL)LF 87.00056 666 6036REFL PAV MRK TY I (W)8"(SLD)(100MIL)LF 11,350.00057 666 6039REFL PAV MRK TY I (W)12"(LNDP)(100MIL)LF 1,500.00058 666 6042REFL PAV MRK TY I (W)12"(SLD)(100MIL)LF 8,450.00059 666 6168REFL PAV MRK TY II (W) 4" (DOT)LF 87.00060 666 6178REFL PAV MRK TY II (W) 8" (SLD)LF 11,350.00061 666 6179REFL PAV MRK TY II (W) 12" (LNDP)LF 1,626.00062 666 6180REFL PAV MRK TY II (W) 12" (SLD)LF 9,580.00063 666 6182REFL PAV MRK TY II (W) 24" (SLD)LF 26.00064 666 6300RE PM W/RET REQ TY I (W)4"(BRK)(100MIL)LF 13,100.00065 666 6303RE PM W/RET REQ TY I (W)4"(SLD)(100MIL)LF 75,950.00066 666 6315RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL)LF 72,550.00067 666 6322RE PM W/RET REQ TY II (W) 4" (BRK)LF 22,020.00068 666 6323RE PM W/RET REQ TY II (W) 4" (SLD)LF 76,284.00069 666 6327RE PM W/RET REQ TY II (Y) 4" (SLD)LF 72,550.00070 668 6076PREFAB PAV MRK TY C (W) (24") (SLD)LF 26.00071 668 6077PREFAB PAV MRK TY C (W) (ARROW)EA 8.00072 668 6085PREFAB PAV MRK TY C (W) (WORD)EA 8.00073 668 6092PREFAB PAV MRK TY C (W) (36")(YLD TRI)EA 32.00074 672 6007REFL PAV MRKR TY I-CEA 23.00075 672 6009REFL PAV MRKR TY II-A-AEA 48.00076 672 6010REFL PAV MRKR TY II-C-REA 1,600.00077 677 6001ELIM EXT PAV MRK & MRKS (4")LF 66,280.00078 677 6003ELIM EXT PAV MRK & MRKS (8")LF 4,180.00079 677 6005ELIM EXT PAV MRK & MRKS (12")LF 1,070.00080 785 6004BRIDGE JOINT REPAIR (ARMOR)LF 25.00081 60016002PORTABLE CHANGEABLE MESSAGE SIGNEA 4.00082