COUNTY: COLORADO HIGHWAY: US 90A LENGTH: 5.0280MI CONTROL NUMBER: 0027-03-071 DBE GOAL: 2.0 % PROJECT NUMBER: STP 1702(426) TYPE: CONSTRUCT SUPER 2 LANES TIME FOR COMPLETION: 160 WORKING DAYSGUARANTY: 87,000.00 BIDS RECEIVED UNTIL: 1:00 PM JUNE 07, 2017*EST.COST: 4,348,747.95 BIDS WILL BE OPENED: 1:00 PM JUNE 07, 2017 MAIL OR DELIVER BIDS TO: FOR PS&E PROJECT QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONRYAN SIMPER ATTN: CONSTRUCTION DIVISION - ROOM 1A.2 1512 FM 102 200 E RIVERSIDEWHARTON, TX 77488 AUSTIN TX 78704-1204979/532-3141 TO REQUEST A PROPOSAL CALL 512/416-2498 FOR ELECTRONIC BIDDING VISIT THE WEBSITE BELOW: http://www.txdot.gov/business/letting-bids/ebs.html LIMITS FROM: FM 102 IN EAGLE LAKE LIMITS TO: WHARTON COUNTY LINE ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 100 6002PREPARING ROWSTA 21.0001 110 6001EXCAVATION (ROADWAY)CY 3,089.0002 132 6005EMBANKMENT (FINAL)(ORD COMP)(TY C)CY 11,554.0003 134 6002BACKFILL (TY B)STA 232.0004 150 6001BLADINGSTA 50.0005 164 6021CELL FBR MLCH SEED(PERM)(RURAL)(SANDY)SY 40,453.0006 164 6029CELL FBR MLCH SEED(TEMP)(WARM)SY 10,113.0007 164 6031CELL FBR MLCH SEED(TEMP)(COOL)SY 10,113.0008 168 6001VEGETATIVE WATERINGMG 341.0009 247 6057FL BS (CMP IN PLC)(TYE GR1-2)(FNAL POS)CY 6,868.00010 260 6006LIME TRT (EXST MATL) (6")SY 23,106.00011 260 6012LIME(HYD,COM OR QK)(SLRY)OR QK(DRY)TON 276.00012 275 6001CEMENTTON 276.00013 275 6002CEMENT TREAT (EXIST MATL) (6")SY 23,106.00014 310 6009PRIME COAT (MC-30)GAL 7,739.00015 310 6012PRIME COAT (RC-250)GAL 2,041.00016 316 6249AGGR(TY-PE GR-4 SAC-B)CY 1,499.00017 316 6400ASPH (AC-15P OR AC-10-2TR OR CRS-2P)GAL 66,248.00018 341 6010D-GR HMA TY-B PG70-22TON 15,042.00019 341 6048D-GR HMA TY-D SAC-B PG76-22TON 17,216.00020 351 6008FLEXIBLE PAVEMENT STRUCTURE REPAIR(12")SY 1,167.00021 354 6021PLANE ASPH CONC PAV(0" TO 2")SY 18,902.00022 354 6022PLANE ASPH CONC PAV(0" TO 3")SY 14,999.00023 400 6005CEM STABIL BKFLCY 255.00024 400 6006CUT & RESTORING PAVSY 290.00025 432 6002RIPRAP (CONC)(5 IN)CY 20.40026 462 6001CONC BOX CULV (3 FT X 2 FT)LF 21.00027 462 6006CONC BOX CULV (5 FT X 2 FT)LF 77.00028 462 6099CONC BOX CULV (6 FT X 2 FT)LF 42.00029 462 6102CONC BOX CULV (8 FT X 2 FT)LF 22.00030 462 6124CONC BOX CULVERT (10 FT X 2.5 FT)LF 43.00031 464 6001RC PIPE (CL III)(12 IN)LF 60.00032 464 6003RC PIPE (CL III)(18 IN)LF 355.00033 464 6005RC PIPE (CL III)(24 IN)LF 295.00034 466 6150WINGWALL (FW - 0) (HW=3 FT)EA 8.00035 466 6151WINGWALL (FW - 0) (HW=4 FT)EA 4.00036 467 6110SET (TY I)(S=3 FT)(HW= 3 FT)(6:1)(P)EA 2.00037 467 6174SET (TY I)(S= 5 FT)(HW= 3 FT)(6:1) (P)EA 4.00038 467 6326SET (TY II) (12 IN) (RCP) (6: 1) (P)EA 4.00039 467 6363SET (TY II) (18 IN) (RCP) (6: 1) (P)EA 18.00040 467 6395SET (TY II) (24 IN) (RCP) (6: 1) (P)EA 14.00041 496 6001REMOV STR (BOX CULVERT)EA 3.00042 496 6016REMOV STR (PIPE)EA 13.00043 500 6001MOBILIZATIONLS 1.00044 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 11.00045 506 6020CONSTRUCTION EXITS (INSTALL) (TY 1)SY 311.00046 506 6024CONSTRUCTION EXITS (REMOVE)SY 311.00047 506 6038TEMP SEDMT CONT FENCE (INSTALL)LF 465.00048 506 6039TEMP SEDMT CONT FENCE (REMOVE)LF 465.00049 530 6004DRIVEWAYS (CONC)SY 141.00050 530 6005DRIVEWAYS (ACP)SY 273.00051 530 6006DRIVEWAYS (SURF TREAT)SY 764.00052 533 6001RUMBLE STRIPS (SHOULDER)LF 40,028.00053 533 6002RUMBLE STRIPS (CENTERLINE)LF 20,014.00054 644 6001IN SM RD SN SUP&AM TY10BWG(1)SA(P)EA 4.00055 644 6004IN SM RD SN SUP&AM TY10BWG(1)SA(T)EA 10.00056 644 6007IN SM RD SN SUP&AM TY10BWG(1)SA(U)EA 3.00057 644 6035IN SM RD SN SUP&AM TYS80(1)SA(U-2EXT)EA 1.00058 644 6060IN SM RD SN SUP&AM TYTWT(1)WS(P)EA 1.00059 644 6071RELOCATE SM RD SN SUP&AM TY TWTEA 2.00060 644 6076REMOVE SM RD SN SUP&AMEA 11.00061 658 6049INSTL OM ASSM (OM-2Z)(FLX)GND(BI)EA 12.00062 662 6001WK ZN PAV MRK NON-REMOV (W)4"(BRK)LF 4,350.00063 662 6004WK ZN PAV MRK NON-REMOV (W)4"(SLD)LF 51,890.00064 662 6032WK ZN PAV MRK NON-REMOV (Y)4"(BRK)LF 3,720.00065 662 6034WK ZN PAV MRK NON-REMOV (Y)4"(SLD)LF 98,976.00066 662 6038WK ZN PAV MRK NON-REMOV (Y)8"(SLD)LF 700.00067 662 6109WK ZN PAV MRK SHT TERM (TAB)TY WEA 1,731.00068 662 6111WK ZN PAV MRK SHT TERM (TAB)TY Y-2EA 7,251.00069 666 6035REFL PAV MRK TY I (W)8"(SLD)(090MIL)LF 700.00070 666 6299RE PM W/RET REQ TY I (W)4"(BRK)(090MIL)LF 4,270.00071 666 6302RE PM W/RET REQ TY I (W)4"(SLD)(090MIL)LF 53,687.00072 666 6311RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL)LF 1,860.00073 666 6314RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL)LF 58,948.00074 668 6074PREFAB PAV MRK TY C (W) (12") (SLD)LF 114.00075 668 6076PREFAB PAV MRK TY C (W) (24") (SLD)LF 156.00076 668 6077PREFAB PAV MRK TY C (W) (ARROW)EA 18.00077 668 6085PREFAB PAV MRK TY C (W) (WORD)EA 6.00078 668 6106PREFAB PAV MRK TY C (Y) (12") (SLD)LF 1,443.00079 672 6007REFL PAV MRKR TY I-CEA 273.00080 672 6009REFL PAV MRKR TY II-A-AEA 1,218.00081 60016002PORTABLE CHANGEABLE MESSAGE SIGNEA 2.00082 * INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS: CONTRACTOR FORCE ACCOUNT WORK (PART) $3,000.00