COUNTY: BRAZOS, ETCHIGHWAY: SH OSR, ETCLENGTH: 26.2590MI CONTROL NUMBER: 0475-01-056, ETCDBE GOAL: 8.0 % PROJECT NUMBER: STP 1902(024), ETC TYPE: REHABILITATION OF EXISTING ROAD TIME FOR COMPLETION: WORKING DAYS BY CONTRACTOR **GUARANTY: 100,000.00 BIDS RECEIVED UNTIL: 1:00 PM JUNE 04, 2019 EST.COST: 48,205,335.12 BIDS WILL BE OPENED: 1:00 PM JUNE 04, 2019 MAIL OR DELIVER BIDS TO: FOR PS&E PROJECT QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONASHLEY HILL ATTN: CONSTRUCTION DIVISION - ROOM 1A.2 2102 TABOR ROAD 200 E RIVERSIDEBRYAN, TX 77803 AUSTIN TX 78704-1204979/778-6233 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 ------------------------------------------------------------------------------ COUNTY CONTROL LIMITS FROM HIGHWAY PROJECT LIMITS TO ------------------------------------------------------------------------------ BRAZOS0475-01-0560.3 MI W OF FM 1687 SH OSRSTP 1902(024)US 190 LENGTH: 3.8490 MILES BRAZOS0475-02-067US 190 SH OSRSTP 1902(024)MADISON COUNTY LINE LENGTH: 20.95 MILES MADISON0475-03-074BRAZOS COUNTY LINE OSRSTP 1902(026)0.76 MI EAST OF THE BRAZOS C/L LENGTH: 0.76 MILES BRAZOS0475-02-071AT LITTLE CEDAR CREEK SH OSRBR 1902(018). LENGTH: 0.10 MILES BRAZOS0475-02-072AT COBB BRANCH SH OSRBR 1902(025). LENGTH: 0.10 MILES BRAZOS0475-02-073MCDONALD BRANCH SH OSRBR 1902(075). LENGTH: 0.10 MILES BRAZOS0475-02-074SMITH BRANCH SH OSRBR 1902(076). LENGTH: 0.10 MILES MADISON0475-03-075AT NAVASOTA RIVER RELIEF SH OSRBR 1902(078). LENGTH: 0.10 MILES MADISON0475-03-076AT NAVASOTA RIVER RELIEF SH OSRBR 1902(079). LENGTH: 0.10 MILES MADISON0475-03-067AT NAVASOTA RIVER SH OSRBR 1902(077). LENGTH: 0.10 MILES ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 100 6002PREPARING ROWSTA 1,365.8701 100 6003PREPARING ROW(TREE)(5" TO 12" DIA)EA 97.0002 100 6004PREPARING ROW(TREE)(12" TO 24" DIA)EA 56.0003 100 6007PREP ROW (TREE)(GREATER THAN 24" DIA)EA 28.0004 104 6009REMOVING CONC (RIPRAP)SY 749.0005 104 6017REMOVING CONC (DRIVEWAYS)SY 269.0006 110 6001EXCAVATION (ROADWAY)CY 183,767.0007 132 6005EMBANKMENT (FINAL)(ORD COMP)(TY C)CY 52,964.0008 160 6003FURNISHING AND PLACING TOPSOIL (4")SY 819,910.0009 164 6023CELL FBR MLCH SEED(PERM)(RURAL)(CLAY)SY 819,910.00010 164 6029CELL FBR MLCH SEED(TEMP)(WARM)SY 409,971.00011 164 6031CELL FBR MLCH SEED(TEMP)(COOL)SY 409,971.00012 168 6001VEGETATIVE WATERINGMG 8,199.00013 247 6312FL BS (CMP IN PLC)(TY D GR1-2)(8")SY 476,091.00014 247 6483FL BS(RDWY DEL)(TY D GR 1-2)(FNAL POS)CY 70,624.00015 251 6085REWRK BSE MATL (TY B)(7")(ORD COMP)SY 413,405.00016 316 6017ASPH (AC-20-5TR)GAL 332,196.00017 316 6029ASPH (RC-250)GAL 128,409.00018 316 6403AGGR (TY-B GR-5 OR TY-L GR-5)CY 4,110.00019 316 6404AGGR (TY-PB GR-4 OR TY-PL GR-4 SAC-A)CY 6,994.00020 344 6031SUPERPAVE MIXTURES SP-C SAC-A PG64-22TON 3,814.00021 344 6032SUPERPAVE MIXTURES SP-C SAC-B PG64-22TON 4,006.00022 400 6001STRUCT EXCAVCY 11,274.00023 400 6005CEM STABIL BKFLCY 3,413.20024 402 6001TRENCH EXCAVATION PROTECTIONLF 1,785.00025 403 6001TEMPORARY SPL SHORINGSF 16,013.00026 416 6004DRILL SHAFT (36 IN)LF 2,040.00027 416 6005DRILL SHAFT (42 IN)LF 984.00028 420 6014CL C CONC (ABUT)(HPC)CY 337.40029 420 6030CL C CONC (CAP)(HPC)CY 357.60030 420 6038CL C CONC (COLUMN)(HPC)CY 102.70031 420 6066CL C CONC (RAIL FOUNDATION)CY 5.00032 422 6002REINF CONC SLAB (HPC)SF 51,891.00033 422 6016APPROACH SLAB (HPC)CY 533.40034 425 6036PRESTR CONC GIRDER (TX34)LF 7,356.00035 429 6007CONC STR REPAIR (VERTICAL & OVERHEAD)SF 49.00036 432 6001RIPRAP (CONC)(4 IN)CY 54.00037 432 6002RIPRAP (CONC)(5 IN)CY 13.30038 432 6026RIPRAP (STONE COMMON)(DRY)(18 IN)CY 608.80039 432 6030RIPRAP (STONE COMMON)(GROUT)(12 IN)CY 108.30040 432 6033RIPRAP (STONE PROTECTION)(18 IN)CY 5,438.10041 432 6036RIPRAP (STONE PROTECTION)(30 IN)CY 1,846.60042 432 6045RIPRAP (MOW STRIP)(4 IN)CY 1,334.00043 450 6007RAIL (TY T223)(HPC)LF 2,783.00044 451 6024RETROFIT RAIL (TY SSTR)LF 362.00045 454 6007HEADER TYPE EXPANSION JOINTLF 576.80046 462 6003CONC BOX CULV (4 FT X 2 FT)LF 448.00047 462 6009CONC BOX CULV (5 FT X 5 FT)LF 52.00048 462 6012CONC BOX CULV (6 FT X 5 FT)LF 192.00049 462 6013CONC BOX CULV (6 FT X 6 FT)LF 344.00050 462 6016CONC BOX CULV (7 FT X 5 FT)LF 110.00051 462 6018CONC BOX CULV (7 FT X 7 FT)LF 55.00052 462 6022CONC BOX CULV (8 FT X 7 FT)LF 120.00053 462 6028CONC BOX CULV (9 FT X 9 FT)LF 510.00054 462 6031CONC BOX CULV (10 FT X 7 FT)LF 435.00055 462 6032CONC BOX CULV (10 FT X 8 FT)LF 432.00056 462 6052CONC BOX CULV (5 FT X 4 FT)(EXTEND)LF 72.00057 462 6053CONC BOX CULV (5 FT X 5 FT)(EXTEND)LF 25.00058 462 6057CONC BOX CULV (6 FT X 6 FT)(EXTEND)LF 102.00059 462 6075CONC BOX CULV (10 FT X 7 FT)(EXTEND)LF 18.00060 464 6003RC PIPE (CL III)(18 IN)LF 4,235.00061 464 6005RC PIPE (CL III)(24 IN)LF 1,025.00062 464 6007RC PIPE (CL III)(30 IN)LF 253.00063 464 6008RC PIPE (CL III)(36 IN)LF 461.00064 464 6010RC PIPE (CL III)(48 IN)LF 137.00065 465 6158INLET(COMPL)(PAZD)(FG)(3FTX3FT-3FTX3FT)EA 1.00066 466 6097HEADWALL (CH - PW - 0) (DIA= 24 IN)EA 1.00067 466 6130HEADWALL (CH - PW - S) (DIA= 24 IN)EA 1.00068 466 6151WINGWALL (FW - 0) (HW=4 FT)EA 2.00069 466 6154WINGWALL (FW - 0) (HW=7 FT)EA 2.00070 466 6171WINGWALL (PW - 1) (HW=10 FT)EA 2.00071 466 6172WINGWALL (PW - 1) (HW=11 FT)EA 2.00072 466 6180WINGWALL (PW - 1) (HW=5 FT)EA 6.00073 466 6181WINGWALL (PW - 1) (HW=6 FT)EA 3.00074 466 6182WINGWALL (PW - 1) (HW=7 FT)EA 4.00075 466 6183WINGWALL (PW - 1) (HW=8 FT)EA 6.00076 466 6184WINGWALL (PW - 1) (HW=9 FT)EA 8.00077 467 6143SET (TY I)(S= 4 FT)(HW= 4 FT)(3:1) (C)EA 2.00078 467 6144SET (TY I)(S= 4 FT)(HW= 4 FT)(4:1) (C)EA 2.00079 467 6356SET (TY II) (18 IN) (RCP) (3: 1) (C)EA 3.00080 467 6358SET (TY II) (18 IN) (RCP) (4: 1) (C)EA 11.00081 467 6363SET (TY II) (18 IN) (RCP) (6: 1) (P)EA 196.00082 467 6388SET (TY II) (24 IN) (RCP) (3: 1) (C)EA 6.00083 467 6390SET (TY II) (24 IN) (RCP) (4: 1) (C)EA 5.00084 467 6395SET (TY II) (24 IN) (RCP) (6: 1) (P)EA 28.00085 467 6419SET (TY II) (30 IN) (RCP) (4: 1) (C)EA 8.00086 467 6423SET (TY II) (30 IN) (RCP) (6: 1) (P)EA 2.00087 467 6450SET (TY II) (36 IN) (RCP) (4: 1) (C)EA 14.00088 467 6454SET (TY II) (36 IN) (RCP) (6: 1) (P)EA 2.00089 467 6474SET (TY II) (48 IN) (RCP) (3: 1) (C)EA 2.00090 467 6480SET (TY II) (48 IN) (RCP) (6: 1) (P)EA 2.00091 480 6001CLEAN EXIST CULVERTSEA 12.00092 483 6018DIAMOND GRINDING SLAB (ABC)SY 321.00093 496 6002REMOV STR (INLET)EA 1.00094 496 6004REMOV STR (SET)EA 84.00095 496 6005REMOV STR (WINGWALL)EA 19.00096 496 6006REMOV STR (HEADWALL)EA 2.00097 496 6007REMOV STR (PIPE)LF 1,739.00098 496 6008REMOV STR (BOX CULVERT)LF 727.00099 496 6009REMOV STR (BRIDGE 0 - 99 FT LENGTH)EA 4.000100 496 6010REMOV STR (BRIDGE 100 - 499 FT LENGTH)EA 3.000101 496 6016REMOV STR (PIPE)EA 115.000102 500 6001MOBILIZATIONLS 1.000103 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 37.000104 506 6002ROCK FILTER DAMS (INSTALL) (TY 2)LF 5,180.000105 506 6011ROCK FILTER DAMS (REMOVE)LF 5,180.000106 506 6020CONSTRUCTION EXITS (INSTALL) (TY 1)SY 560.000107 506 6024CONSTRUCTION EXITS (REMOVE)SY 560.000108 506 6034CONSTRUCTION PERIMETER FENCELF 520.000109 506 6038TEMP SEDMT CONT FENCE (INSTALL)LF 83,010.000110 506 6039TEMP SEDMT CONT FENCE (REMOVE)LF 83,010.000111 506 6042BIODEG EROSN CONT LOGS (INSTL) (18")LF 4,280.000112 506 6043BIODEG EROSN CONT LOGS (REMOVE)LF 4,280.000113 510 6003ONE-WAY TRAF CONT (PORT TRAF SIG)MO 40.000114 512 6001PORT CTB (FUR & INST)(SGL SLOPE)(TY 1)LF 9,420.000115 512 6025PORT CTB (MOVE)(SGL SLP)(TY 1)LF 41,170.000116 512 6049PORT CTB (REMOVE)(SGL SLP)(TY 1)LF 9,420.000117 530 6002INTERSECTIONS (ACP)SY 9,907.000118 530 6003INTERSECTIONS (SURF TREAT)SY 457.000119 530 6004DRIVEWAYS (CONC)SY 433.000120 530 6005DRIVEWAYS (ACP)SY 11,479.000121 530 6006DRIVEWAYS (SURF TREAT)SY 7,605.000122 530 6009TURNOUTS (SURF TREAT)SY 1,803.000123 540 6001MTL W-BEAM GD FEN (TIM POST)LF 17,720.000124 540 6021MTL THRIE-BEAM GD FEN (TIM POST)EA 32.000125 542 6001REMOVE METAL BEAM GUARD FENCELF 6,750.000126 542 6005RM MTL BM GD FEN TRANS (T101)EA 40.000127 544 6001GUARDRAIL END TREATMENT (INSTALL)EA 98.000128 544 6003GUARDRAIL END TREATMENT (REMOVE)EA 60.000129 545 6003CRASH CUSH ATTEN (MOVE & RESET)EA 174.000130 545 6005CRASH CUSH ATTEN (REMOVE)EA 38.000131 545 6007CRASH CUSH ATTEN (INSTL)(L)(N)(TL3)EA 2.000132 545 6019CRASH CUSH ATTEN (INSTL)(S)(N)(TL3)EA 38.000133 560 6003MAILBOX INSTALL-M (TWG-POST) TY 1EA 11.000134 560 6007MAILBOX INSTALL-S (WC-POST) TY 3EA 81.000135 560 6008MAILBOX INSTALL-D (WC-POST) TY 3EA 14.000136 644 6001IN SM RD SN SUP&AM TY10BWG(1)SA(P)EA 118.000137 644 6002IN SM RD SN SUP&AM TY10BWG(1)SA(P-BM)EA 1.000138 644 6004IN SM RD SN SUP&AM TY10BWG(1)SA(T)EA 42.000139 644 6007IN SM RD SN SUP&AM TY10BWG(1)SA(U)EA 1.000140 644 6027IN SM RD SN SUP&AM TYS80(1)SA(P)EA 4.000141 644 6030IN SM RD SN SUP&AM TYS80(1)SA(T)EA 8.000142 644 6034IN SM RD SN SUP&AM TYS80(1)SA(U-1EXT)EA 2.000143 644 6035IN SM RD SN SUP&AM TYS80(1)SA(U-2EXT)EA 2.000144 644 6037IN SM RD SN SUP&AM TYS80(1)SA(U-WC)EA 6.000145 644 6068RELOCATE SM RD SN SUP&AM TY 10BWGEA 13.000146 644 6075RELOCATE SM RD SN SUP&AM(SIGN ONLY)EA 22.000147 644 6076REMOVE SM RD SN SUP&AMEA 226.000148 658 6014INSTL DEL ASSM (D-SW)SZ (BRF)CTB (BI)EA 60.000149 658 6016INSTL DEL ASSM (D-SW)SZ (BRF)GF1 (BI)EA 335.000150 658 6048INSTL OM ASSM (OM-2Z)(FLX)GNDEA 100.000151 658 6060REMOVE DELIN & OBJECT MARKER ASSMSEA 170.000152 662 6050WK ZN PAV MRK REMOV (REFL) TY II-A-AEA 7,440.000153 662 6063WK ZN PAV MRK REMOV (W)4"(SLD)LF 16,946.000154 662 6075WK ZN PAV MRK REMOV (W)24"(SLD)LF 1,826.000155 662 6095WK ZN PAV MRK REMOV (Y)4"(SLD)LF 297,600.000156 662 6111WK ZN PAV MRK SHT TERM (TAB)TY Y-2EA 25,518.000157 666 6048REFL PAV MRK TY I (W)24"(SLD)(100MIL)LF 465.000158 666 6282REF PROF PAV MRK TY I(W)4"(SLD)(060MIL)LF 266,779.000159 666 6287REF PROF PAV MRK TY I(Y)4"(SLD)(090MIL)LF 81,205.000160 666 6291REF PROF PAV MRK TY I(Y)4"(BRK)(090MIL)LF 108,646.000161 666 6303RE PM W/RET REQ TY I (W)4"(SLD)(100MIL)LF 1,905.000162 666 6315RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL)LF 706.000163 668 6077PREFAB PAV MRK TY C (W) (ARROW)EA 2.000164 668 6089PREFAB PAV MRK TY C (W) (RR XING)EA 2.000165 672 6009REFL PAV MRKR TY II-A-AEA 3,589.000166 678 6001PAV SURF PREP FOR MRK (4")LF 3,901.000167 685 6002RELOCATE RDSD FLASH BEACON ASSEMBLYEA 3.000168 690 6017REPLACE OF SPAN CABLE ASSMLF 150.000169 690 6025REPLACE OF SIGNAL HEAD ASSMEA 2.000170 30636001ASPHALT BINDER (PG64-22)GAL 761,070.000171 30636002CEMENTTON 4,006.500172 30636005FOAMED ASPHALT TREAT (10")(DC)SY 513,632.000173 30636006FOAMED ASPHALT TREAT (12")(DC)SY 24,991.000174 40276001TEMP CONSTRUCTION ACCESSLS 1.000175 41196001ULTRA-HIGH PERFORMANCE CONCRETE (UPHC)CY 129.000176 60016002PORTABLE CHANGEABLE MESSAGE SIGNEA 9.000177 60566002PREFORMED CENTERLINE RUMBLE STRIPLF 10,449.000178 61856001TMA (STATIONARY)EA 6.000179 61856005TMA (MOBILE OPERATION)DAY 40.000180 ROAD USER COST 800 6001NO. OF WORKING DAYS$/D 10,100.000181 ** THE NO. OF WORKING DAYS OF 701.000 WILL BE USED ONLY FOR BID COMPARISON AND AS A DEDUCTION OR AS A CREDIT IN ACCORDANCE WITH ITEM 8. THE ESTIMATED COST OF THIS CONTRACT DOES NOT INCLUDE THIS COST.