COUNTY: HUTCHINSON HIGHWAY: SH 152 LENGTH: 10.7460MI CONTROL NUMBER: 0557-02-019 DBE GOAL: 5.0 % PROJECT NUMBER: F 2023(128) TYPE: OVERLAY TIME FOR COMPLETION: 91 WORKING DAYSGUARANTY: 100,000.00 BIDS RECEIVED UNTIL: 1:00 PM OCTOBER 06, 2022*EST.COST: 7,439,115.75 BIDS WILL BE OPENED: 1:00 PM OCTOBER 06, 2022 MAIL OR DELIVER BIDS TO: FOR PS&E PROJECT QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONBERNARDO FERREL ATTN: CONSTRUCTION DIVISION - M1C3.02 1249 MADDOX AVE 6230 E. STASSNEY LANEDUMAS, TX 79029 AUSTIN TX 78744-3147806/934-1122 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 LIMITS FROM: MOORE COUNTY LINE LIMITS TO: SH 136 IN STINNETT ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 100 6001PREPARING ROWAC 12.3601 100 6008PREPARING ROW (TREE) (0" TO 6" DIA)EA 25.0002 100 6009PREPARING ROW (TREE) (6" TO 24" DIA)EA 25.0003 100 6011PREPARING ROW(TREE)(24" TO 36" DIA.)EA 9.0004 104 6022REMOVING CONC (CURB AND GUTTER)LF 610.0005 134 6001BACKFILL (TY A)STA 538.5906 150 6002BLADINGHR 20.0007 164 6053DRILL SEEDING (TEMP)(WARM OR COOL)AC 14.7008 314 6009EMULS ASPH (EROSN CONT)(MULTI)GAL 7,115.0009 351 6012FLEXIBLE PAVEMENT STRUCTURE REPAIR(2")SY 15,475.00010 354 6021PLANE ASPH CONC PAV(0" TO 2")SY 8,401.00011 420 6066CL C CONC (RAIL FOUNDATION)CY 25.00012 432 6001RIPRAP (CONC)(4 IN)CY 5.00013 432 6002RIPRAP (CONC)(5 IN)CY 73.00014 432 6045RIPRAP (MOW STRIP)(4 IN)CY 39.00015 450 6023RAIL (TY SSTR)LF 175.00016 462 6045CONC BOX CULV (3 FT X 2 FT)(EXTEND)LF 35.00017 462 6048CONC BOX CULV (4 FT X 3 FT)(EXTEND)LF 8.00018 462 6049CONC BOX CULV (4 FT X 4 FT)(EXTEND)LF 4.00019 462 6057CONC BOX CULV (6 FT X 6 FT)(EXTEND)LF 24.00020 462 6060CONC BOX CULV (7 FT X 5 FT)(EXTEND)LF 4.00021 466 6170WINGWALL (FW - S) (HW=9 FT)EA 1.00022 467 6106SET (TY I)(S=3 FT)(HW=3FT)(4:1)(C)EA 1.00023 467 6109SET (TY I)(S=3 FT)(HW= 3 FT)(6:1)(C)EA 1.00024 467 6112SET (TY I)(S=3 FT)(HW= 4 FT)(4:1)(C)EA 4.00025 467 6115SET (TY I)(S=3 FT)(HW= 4 FT)(6:1)(C)EA 1.00026 467 6143SET (TY I)(S= 4 FT)(HW= 4 FT)(3:1) (C)EA 1.00027 467 6144SET (TY I)(S= 4 FT)(HW= 4 FT)(4:1) (C)EA 1.00028 467 6149SET (TY I)(S= 4 FT)(HW= 5 FT)(3:1) (P)EA 1.00029 467 6254SET (TY I)(S= 7 FT)(HW= 6 FT)(4:1) (C)EA 1.00030 471 6003GRATE & FRAMEEA 21.00031 496 6004REMOV STR (SET)EA 11.00032 496 6005REMOV STR (WINGWALL)EA 1.00033 496 6008REMOV STR (BOX CULVERT)LF 48.00034 500 6001MOBILIZATIONLS 1.00035 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 5.00036 506 6040BIODEG EROSN CONT LOGS (INSTL) (8")LF 525.00037 506 6043BIODEG EROSN CONT LOGS (REMOVE)LF 525.00038 529 6008CONC CURB & GUTTER (TY II)LF 610.00039 529 6036CONCRETE CURB (SPECIAL)LF 92.00040 531 6001CONC SIDEWALKS (4")SY 1,617.00041 531 6018CURB RAMPS (TY 1)SY 121.00042 531 6055CONC SIDEWALKS (8")SY 307.00043 533 6003RUMBLE STRIPS (SHOULDER) ASPHALTLF 108,438.00044 533 6004RUMBLE STRIPS (CENTERLINE) ASPHALTLF 54,219.00045 536 6004CONC DIRECTIONAL ISLANDSY 1,176.00046 540 6002MTL W-BEAM GD FEN (STEEL POST)LF 6,425.00047 540 6006MTL BEAM GD FEN TRANS (THRIE-BEAM)EA 2.00048 540 6009MTL BEAM GD FEN TRANS (T6)EA 12.00049 540 6016DOWNSTREAM ANCHOR TERMINAL SECTIONEA 1.00050 540 6033MTL BM GD FEN (LONG SPAN SYSTEM)EA 1.00051 542 6001REMOVE METAL BEAM GUARD FENCELF 2,060.00052 542 6002REMOVE TERMINAL ANCHOR SECTIONEA 8.00053 544 6001GUARDRAIL END TREATMENT (INSTALL)EA 37.00054 544 6003GUARDRAIL END TREATMENT (REMOVE)EA 10.00055 644 6001IN SM RD SN SUP&AM TY10BWG(1)SA(P)EA 1.00056 644 6004IN SM RD SN SUP&AM TY10BWG(1)SA(T)EA 2.00057 644 6076REMOVE SM RD SN SUP&AMEA 3.00058 662 6109WK ZN PAV MRK SHT TERM (TAB)TY WEA 36.00059 662 6111WK ZN PAV MRK SHT TERM (TAB)TY Y-2EA 5,479.00060 666 6035REFL PAV MRK TY I (W)8"(SLD)(090MIL)LF 1,110.00061 666 6047REFL PAV MRK TY I (W)24"(SLD)(090MIL)LF 89.00062 666 6053REFL PAV MRK TY I (W)(ARROW)(090MIL)EA 4.00063 666 6077REFL PAV MRK TY I (W)(WORD)(090MIL)EA 2.00064 666 6299RE PM W/RET REQ TY I (W)4"(BRK)(090MIL)LF 228.00065 666 6302RE PM W/RET REQ TY I (W)4"(SLD)(090MIL)LF 113,440.00066 666 6311RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL)LF 12,000.00067 666 6314RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL)LF 45,831.00068 672 6007REFL PAV MRKR TY I-CEA 31.00069 672 6009REFL PAV MRKR TY II-A-AEA 1,071.00070 30776058SP MIXES SP-D SAC-A PG70-28TON 31,355.00071 30776075TACK COATGAL 609.00072 30856001UNDERSEAL COURSEGAL 70,238.00073 60016002PORTABLE CHANGEABLE MESSAGE SIGNEA 4.00074 61856002TMA (STATIONARY)DAY 160.00075 61856003TMA (MOBILE OPERATION)HR 112.00076 * INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS: CONTRACTOR FORCE ACCOUNT WORK (PARTICIPATING) $13,000.00