Show Job Controls
Bid Cobra

WHARTON US 59 (0089-07-166)

Items: 288

County: WHARTON
Length: 5.2670 MILES
Highway: US 59
District: YOAKUM
Control Number: 0089-07-166
DBE Goal: 0.0%
Project: F 2B26(054)
Guaranty: $100,000.00
Time: SEE PROPOSAL BOOK FOR DAYS
Engineer's Estimate: $240,432,788.90
Date: 1:00 PM AUGUST 05, 2026 (in 5 weeks)
Contract Number: 8263049
Type: CONVERT NON-FREEWAY
Project ID: A00218975
Contract Type: Federal
Project Description: UPGRADE TO RURAL FREEWAY (FUTURE I-69 CORRIDOR) CONSTRUCT MAIN LANES, FRONTAGE ROADS AND STRUCTURES TO CONVERT 4 LANE DIVIDED HIGHWAY TO 6 LANE DIVIDED FREEWAY WITH 2 LANE FRONTAGE ROADS IN EACH DIRECTION.
Mail/Deliver Bids To:
TEXAS DEPARTMENT OF TRANSPORTATION
ATTN: CONSTRUCTION DIVISION - RM M1C3.02
6230 E STASSNEY LN, AUSTIN, TX 78744
RYAN SIMPER
WHARTON US 59 (0089-07-166)
Project Name: N/A
Project: F 2B26(054)
Length: 5.0180 MILES
Project Type: CONSTRUCTION
Limits From: FM 961
Limits To: CR 456 (PIERCE)
Project Description: UPGRADE TO RURAL FREEWAY (FUTURE I-69 CORRIDOR) CONSTRUCT MAIN LANES, FRONTAGE ROADS AND STRUCTURES TO CONVERT 4 LANE DIVIDED HIGHWAY TO 6 LANE DIVIDED FREEWAY WITH 2 LANE FRONTAGE ROADS IN EACH DIRECTION.
Actions:
Notice Questions HCS Excel Print Print Notice

Bid Items & Bid Tabulations

288 Total 0 of 288
1 Added
6 Changed
WHARTON  |  US 59  |  YOAKUM  |  0089-07-166  |  1:00 PM AUGUST 05, 2026  |  $240,432,788.90  |  F 2B26(054)  |  CONVERT NON-FREEWAY  | 
Item Code
Description
Unit
Quantity
PREPARING ROW
STA 278.000
REMOV CONC (PAV)
SY 122,869.000
REMOV CONC (RIPRAP)
CY 10,718.000
RMV (4") TRT/UNTRT BASE & ASPH PAV
SY 126,163.000
RMV (12") TRT/UNTRT BASE & ASPH PAV
SY 95,031.000
EXCAV (ROADWAY)
CY 330,027.000
EMBANK (FNL)(DC)(TY C)
CY 744,615.000
EMBANK (FNL)(DC)(TY C1)
CY 115,931.000
EMBANK (FNL)(DC)(TY C2)
CY 317,835.000
BACKFILL (TY B)
STA 350.200
FURN & PLACE TOPSOIL (4")
SY 5,000.000
BROADCAST SEED (PERM_RURAL_CLAY)
SY 50,000.000
DRILL SEED (PERM_RURAL_CLAY)
SY 904,631.000
DRILL SEED (TEMP_WARM)
SY 452,315.500
DRILL SEED (TEMP_COOL)
SY 452,315.500
VEGETATIVE WATERING
TGL 7,625.800
SOIL RETENTION BLANKETS (CL 1) (TY B)
SY 5,000.000
FL BS (CMP IN PLC)(TY E GR 5)(FNAL POS)
CY 53,491.000
LIME (COM OR QK)(SLURRY) OR QK(DRY)
TON 2,960.000
LIME TRT (EXIST MATL)(6")
SY 179,677.000
LIME TRT (EXIST MATL)(8")
SY 51,283.000
CEMENT
TON 2,960.000
CEMENT TRT (EXIST MATL)(6")
SY 179,677.000
CEMENT TRT (EXIST MATL)(8")
SY 51,283.000
CEM TRT(PLNT MX)(CL N)(TY E)(GR 4)(6")
SY 349,085.000
ASPHALT TRT BASE (GR 4)(PG 64)
TON 19,269.000
SALV HAUL & STKPL RCL APH PV (6")
SY 221,194.000
PRIME COAT (MC-30)
GAL 24,653.000
ASPH (AC-15P OR AC-10-2TR OR CRS-2P)
GAL 32,879.000
AGGR (TY-PB, GR-4)(SAC-B)
CY 1,080.000
D-GR HMA TY-B PG64-22
TON 22,978.000
D-GR HMA TY-B PG64-22 (LEVEL-UP)
TON 2,439.000
D-GR HMA TY-D SAC-B PG70-22
TON 25,700.000
TACK COAT
GAL 21,305.000
CONC PVMT (CRCP) (10")
SY 106,629.000
CONC PVMT (CRCP) (14")
SY 227,535.000
CUT & RESTORE ASPH PAVING
SY 1,963.000
Qty Changed
CEM STABIL BKFL
CY 15,355.000
TRENCH EXCAVATION PROTECTION
LF 2,063.000
TEMPORARY SPL SHORING
SF 97,626.000
FOUNDATON LOADTEST(D4945)(DRILLD SHAFT)
EA 10.000
DRILL SHAFT (18 IN)
LF 465.000
DRILL SHAFT (30 IN)
LF 1,664.000
DRILL SHAFT (36 IN)
LF 20,406.000
DRILL SHAFT (42 IN)
LF 1,694.000
DRILL SHAFT (84 IN)
LF 792.000
DRILL SHAFT (NON - REINFORCED) (12 IN)
LF 66.000
DRILL SHAFT (SIGN MTS) (48 IN)
LF 40.000
DRILL SHAFT (HIGH MAST POLE) (60 IN)
LF 57.000
DRILL SHAFT (RDWY ILL POLE) (30 IN)
LF 200.000
CL A CONC (COLLAR)
EA 16.000
Qty Changed
CL C CONC (ABUT)
CY 1,253.200
Qty Changed
CL C CONC (CAP)
CY 1,138.500
Qty Changed
CL C CONC (COLUMN)
CY 595.800
CL C CONC (RAIL FOUNDATION)
CY 225.000
CL C CONC (MISC)
CY 426.000
CL F CONC (CAP)
CY 161.800
CL F CONC (COLUMN)
CY 270.000
Qty Changed
REINF CONC SLAB
SF 299,688.000
APPROACH SLAB
CY 2,115.710
SHEAR KEY
CY 372.900
RET WALL (MSE) (HORIZONTAL SCHEME)
SF 195,749.000
RETAINING WALL (TEMP WALL)
SF 120,622.000
PRESTR CONC GIRDER (TX28)
LF 15,788.520
PRESTR CONC GIRDER (TX34)
LF 992.500
PRESTR CONC GIRDER (TX54)
LF 16,233.660
PRESTR CONC GIRDER (TX70)
LF 1,193.160
PRESTR CONC BOX BEAM (4B28)
LF 6,439.500
PRESTR CONC BOX BEAM (5B28)
LF 715.500
RIPRAP (CONC)(4 IN)
CY 577.000
RIPRAP (CONC) (CL B) (4 IN)
CY 5.000
RIPRAP (MOW STRIP)(4 IN)
CY 243.000
RIPRAP (STONE PROTECTION)(12 IN)
CY 208.000
RIPRAP (STONE PROTECTION)(18 IN)
CY 13,166.000
RAIL (TY SSTR)
LF 23,952.600
ARMOR JOINT (SEALED)
LF 84.000
Qty Changed
SEALED EXPANSION JOINT (4 IN) (SEJ - M)
LF 2,695.000
CMP (GAL STL 24 IN)
LF 216.000
CONC BOX CULV (5 FT X 2 FT)
LF 1,338.000
CONC BOX CULV (5 FT X 3 FT)
LF 225.000
CONC BOX CULV (6 FT X 2 FT)
LF 1,094.000
CONC BOX CULV (6 FT X 3 FT)
LF 3,328.000
CONC BOX CULV (7 FT X 3 FT)
LF 110.000
CONC BOX CULV (7 FT X 7 FT)
LF 774.000
CONC BOX CULV (8 FT X 3 FT)
LF 640.000
CONC BOX CULV (8 FT X 4 FT)
LF 1,488.000
CONC BOX CULV (9 FT X 4 FT)
LF 656.000
CONC BOX CULV (10 FT X 4 FT)
LF 3,085.000
CONC BOX CULV (10 FT X 6 FT)
LF 1,690.000
RC PIPE (CL III)(18 IN)
LF 3,833.000
RC PIPE (CL III)(24 IN)
LF 1,754.000
JCTBOX(COMPL)(PJB)(3FTX3FT)
EA 1.000
INLET (COMPL)(PMBD)(5FT)
EA 47.000
INLET (COMPL)(POD)(SFG)(4FTX4FT)
EA 32.000
INL(CMP)(PAZD-CZ)(FG)(4FTX4FT-4FTX4FT)
EA 8.000
WINGWALL (PW - 1) (HW=9 FT)
EA 2.000
SET (PIPE RUNNER)
EA 217.000
SET (TY I)(S= 5 FT)(HW= 3 FT)(3:1)(C)
EA 3.000
SET (TY I)(S= 5 FT)(HW= 3 FT)(4:1)(C)
EA 3.000
SET (TY I)(S= 5 FT)(HW= 3 FT)(6:1)(P)
EA 6.000
SET (TY I)(S= 5 FT)(HW= 4 FT)(4:1)(C)
EA 3.000
SET (TY I)(S= 5 FT)(HW= 5 FT)(3:1)(C)
EA 3.000
SET (TY I)(S= 6 FT)(HW= 3 FT)(3:1)(C)
EA 6.000
SET (TY I)(S= 6 FT)(HW= 3 FT)(4:1)(C)
EA 22.000
SET (TY I)(S= 6 FT)(HW= 4 FT)(3:1)(C)
EA 4.000
SET (TY I)(S= 6 FT)(HW= 4 FT)(4:1)(C)
EA 14.000
SET (TY I)(S= 7 FT)(HW= 4 FT)(6:1)(P)
EA 2.000
SET (TY I)(S= 8 FT)(HW= 4 FT)(3:1)(C)
EA 5.000
SET (TY I)(S= 8 FT)(HW= 4 FT)(4:1)(C)
EA 5.000
SET (TY I)(S= 8 FT)(HW= 5 FT)(4:1)(C)
EA 12.000
SET (TY I)(S= 9 FT)(HW= 5 FT)(4:1)(C)
EA 8.000
SET (TY I)(S= 10 FT)(HW= 5 FT)(4:1)(C)
EA 24.000
SET (TY I)(S= 10 FT)(HW= 8 FT)(3:1)(C)
EA 5.000
SET (TY I)(S= 10 FT)(HW= 8 FT)(4:1)(C)
EA 5.000
SET (TY II) (18 IN) (RCP) (4: 1) (C)
EA 35.000
SET (TY II) (18 IN) (RCP) (6: 1) (P)
EA 23.000
SET (TY II) (24 IN) (RCP) (3: 1) (C)
EA 2.000
SET (TY II) (24 IN) (RCP) (6: 1) (P)
EA 6.000
SET (TY II) (24 IN) (TP) (4: 1) (C)
EA 5.000
SET (TY II) (36 IN) (CMP) (6: 1) (C)
EA 6.000
REMOV STR (BOX CULVERT)
EA 8.000
REMOV STR (BRIDGE 100 - 499 FT LENGTH)
EA 8.000
REMOVE STR (RAIL)
LF 2,828.000
REMOV STR (PIPE)
EA 37.000
MOBILIZATION
LS 1.000
BARRICADES, SIGNS AND TRAFFIC HANDLING
MO 32.000
PORTABLE CHANGEABLE MESSAGE SIGN
EA 10.000
TMA (STATIONARY)
DAY 210.000
TMA (MOBILE OPERATION)
DAY 100.000
ROCK FILTER DAMS (INSTALL) (TY 1)
LF 8,160.000
ROCK FILTER DAMS (REMOVE)
LF 8,160.000
TEMP SEDMT CONT FENCE (INSTALL)
LF 10,981.000
TEMP SEDMT CONT FENCE (REMOVE)
LF 10,981.000
BIODEG EROSN CONT LOGS (INSTL) (8")
LF 1,711.000
BIODEG EROSN CONT LOGS (REMOVE)
LF 1,711.000
CONSTRUCTING DETOURS
SY 46,179.000
PORT CTB (DES SOURCE)(SGL SLP)(TY 1)
LF 13,501.000
PORT CTB (DES SOURCE)(LOW PROF)(TY 1)
LF 860.000
PORT CTB (DES SOURCE)(LOW PROF)(TY 2)
LF 120.000
PORT CTB (MOVE)(SGL SLP)(TY 1)
LF 44,615.000
PORT CTB (MOVE)(LOW PROF)(TY 1)
LF 1,500.000
PORT CTB (MOVE)(LOW PROF)(TY 2)
LF 360.000
PORT CTB (STKPL)(LOW PROF)(TY 1)
LF 240.000
PORT CTB (STKPL)(LOW PROF)(TY 2)
LF 40.000
PORT CTB (REMOVE)(SGL SLP)(TY 1)
LF 13,501.000
PORT CTB (REMOVE)(LOW PROF)(TY 1)
LF 860.000
PORT CTB (REMOVE)(LOW PROF)(TY 2)
LF 120.000
PCTB (STKPL)(F-SHAPE OR SNGL SLP)TY1
LF 1,035.000
PERM CTB (SGL SLOPE) (TY 1) (42 )
LF 1,725.000
PERM CTB (SGL SLOPE) (TY 1) (54 )
LF 13,845.000
PERM CTB(SS)(42")(HEB)(RGD PVM)
LF 966.000
CONC CURB & GUTTER (TY II)
LF 285.000
CONC CURB (SLOTTED)
LF 373.000
DRIVEWAYS (CONC)
SY 189.000
DRIVEWAYS (ACP) (TY 1)
SY 657.000
DRIVEWAYS (BASE)
SY 837.000
MTL W-BEAM GD FEN (TIM POST)
LF 432.000
TERMINAL ANCHOR SECTION
EA 1.000
REMOVE METAL BEAM GUARD FENCE
LF 2,322.000
CABLE BARRIER (REMOVE)
LF 21,752.000
GUARDRAIL END TREATMENT (REMOVE)
EA 14.000
CRASH CUSH ATTEN (MOVE & RESET)
EA 38.000
CRASH CUSH ATTEN (STKPL)
EA 5.000
CRASH CUSH ATTEN (REMOVE)
EA 15.000
CRASH CUSH ATTEN (INSTL)(L)(N)(TL3)
EA 26.000
CRASH CUSH ATTEN (INSTL)(S)(N)(TL3)
EA 15.000
PIPE UNDERDRAINS (TY 6) (6")
LF 9,824.000
REMOVE RD IL ASM (SHOE-BASE)
EA 2.000
IN RD IL (U/P) (TY 1) (150W EQ) LED
EA 3.000
IN RD IL (TY SA) 40T-8 (250W EQ) LED
EA 27.000
HI MST IL POLE (125 FT)(100 MPH)
EA 5.000
LED HI MST IL ASM (6 FIXT) (TY A)
EA 5.000
CONDT (PVC) (SCH 40) (2")
LF 320.000
CONDT (PVC) (SCH 40) (3") (CONC ENCSE)
LF 24,450.000
CONDT (PVC) (SCH 80) (2")
LF 10,550.000
CONDT (PVC) (SCH 80) (2") (BORE)
LF 2,607.000
CONDT (PVC) (SCH 80) (3") (BORE)
LF 6,120.000
CONDT (RM) (1")
LF 500.000
CONDT (RM) (3")
LF 2,980.000
ITS MULTI-DUCT CND (PVC-40)(CONC ENCSE)
LF 24,450.000
ITS MULTI-DUCT CND (PVC-80)(BORE)
LF 4,800.000
ITS MULTI-DUCT CND (RMC)
LF 4,300.000
FIBER OPTIC CABLE ROAD MARKER
EA 36.000
ELEC CONDR (NO.14) INSULATED
LF 17,210.000
ELEC CONDR (NO.12) BARE
LF 4,872.000
ELEC CONDR (NO.12) INSULATED
LF 9,774.000
ELEC CONDR (NO.8) BARE
LF 1,645.000
ELEC CONDR (NO.8) INSULATED
LF 3,530.000
ELEC CONDR (NO.6) BARE
LF 7,075.000
ELEC CONDR (NO.6) INSULATED
LF 14,180.000
ELEC CONDR (NO.4) BARE
LF 1,195.000
ELEC CONDR (NO.4) INSULATED
LF 2,740.000
ITS GND BOX(PCAST) TY 1 (243636)W/APRN
EA 34.000
ITS GND BOX(PCAST) TY 2 (366036)W/APRN
EA 1.000
GROUND BOX TY A (122311)W/APRON
EA 57.000
ELC SRV TY A 120/240 060(NS)SS(E)GC(U)
EA 3.000
ELC SRV TY A 240/480 060(NS)SS(E)GC(U)
EA 2.000
ELC SRV TY D 120/240 060(NS)SS(N)SP(O)
EA 1.000
ELC SRV TY D 120/240 100(NS)SS(N)SP(O)
EA 2.000
ALUMINUM SIGNS (TY A)
SF 35.000
ALUMINUM SIGNS (TY G)
SF 480.000
ALUMINUM SIGNS (TY O)
SF 2,110.000
IN SM RD SN SUP&AM TY10BWG(1)SA(P)
EA 119.000
IN SM RD SN SUP&AM TY10BWG(1)SA(P-BM)
EA 10.000
IN SM RD SN SUP&AM TY10BWG(1)SA(T)
EA 53.000
IN SM RD SN SUP&AM TY10BWG(1)SA(U)
EA 3.000
IN SM RD SN SUP&AM TYS80(1)SA(P)
EA 5.000
REMOVE SM RD SN SUP&AM
EA 4.000
INSTALL LRSS (STRUCT STEEL)
LB 2,006.000
REMOVE LRSA
EA 6.000
INS OH SN SUP(30 FT BAL TEE)
EA 1.000
INS OH SN SUP(30 FT CANT)
EA 1.000
INS OH SN SUP(40 FT CANT)
EA 11.000
SIGN WALKWAY (36 IN) NO HNDRL
LF 31.000
INSTL DEL ASSM (D-SW)SZ 1(BRF)CTB
EA 199.000
INSTL DEL ASSM (D-SY)SZ 1(BRF)CTB
EA 44.000
INSTL DEL ASSM (D-SY)SZ 1(BRF)CTB (BI)
EA 174.000
INSTL DEL ASSM (D-SY)SZ 1(BRF)GF1
EA 5.000
INSTL OM ASSM (OM-2Y)(WC)GND
EA 4.000
INSTL OM ASSM (OM-4)(TWT)WAS
EA 8.000
WK ZN PAV MRK REMOV (W)6"(BRK)
LF 70,703.000
WK ZN PAV MRK REMOV (W)6"(DOT)
LF 3,274.000
WK ZN PAV MRK REMOV (W)6"(SLD)
LF 88,519.000
WK ZN PAV MRK REMOV (W)24"(SLD)
LF 148.000
WK ZN PAV MRK REMOV (W)(EXIT GORE)
EA 3.000
WK ZN PAV MRK REMOV (Y)6"(SLD)
LF 101,751.000
RE PV MRK TY I(BLACK)6"(SHADOW)(100MIL)
LF 10,941.000
RE PM TY III (W)(6")(SLD)
LF 43,386.000
RE PM TY III (W)(6")(BRK)
LF 6,949.000
RE PM TY III (W)(6")(DOT)
LF 1,866.000
RE PM TY III (W)(8")(SLD)
LF 14,152.000
RE PM TY III (W)(8")(DOT)
LF 516.000
RE PM TY III (W)(12")(SLD)
LF 2,295.000
RE PM TY III (Y)(6")(SLD)
LF 41,283.000
RE PM TY III (Y)(12")(SLD)
LF 116.000
RE PROFILE PM TY I(W)6"(SLD)(090MIL)
LF 48,425.000
RE PROFILE PM TY I(W)6"(SLD)(100MIL)
LF 10,941.000
RE PROFILE PM TY I(Y)6"(SLD)(090MIL)
LF 50,704.000
PAVEMENT SLER 6"
LF 131,509.000
PAVEMENT SLER 8"
LF 14,421.000
PREFAB PM TY C (W)(24")(SLD)
LF 387.000
PREFAB PM TY C (W)(ARROW)
EA 5.000
PREFAB PM TY C (W)(DBL ARROW)
EA 5.000
PREFAB PM TY C (W)(UTURN ARROW)
EA 1.000
PREFAB PM TY C (W)(LN REDUCT ARROW)
EA 2.000
PREFAB PM TY C (W)(WORD)
EA 5.000
REFL PAV MRKR TY I-C
EA 72.000
REFL PAV MRKR TY II-A-A
EA 307.000
REFL PAV MRKR TY II-C-R
EA 2,496.000
ELIM EXT PM & MRKS (6")
LF 173,806.000
ELIM EXT PM & MRKS (24")
LF 74.000
ELIM EXT PM & MRKS (ARROW)
EA 4.000
PAV SURF PREP FOR MRK (6")
LF 214,495.000
PAV SURF PREP FOR MRK (8")
LF 14,668.000
PAV SURF PREP FOR MRK (12")
LF 2,411.000
PAV SURF PREP FOR MRK (24")
LF 387.000
PAV SURF PREP FOR MRK (ARROW)
EA 5.000
PAV SURF PREP FOR MRK (DBL ARROW)
EA 5.000
PAV SURF PREP FOR MRK (UTURN ARR)
EA 1.000
PAV SURF PREP FOR MRK (WORD)
EA 5.000
REMOVE (QUAD - ELITE) NARROW
EA 1.000
NO. OF WORKING DAYS
$/D 27,405.000
Added
TIP TESTING(DRILL SHAFT)
EA 40.000
SYSTEM INTEGRATION
LS 1.000
ITS RVSD SYSTEM (DATA COLLECTION ONLY)
EA 3.000
ITS POLE MNT CAB (TY 2)(CONF 2)
EA 3.000
ITS POLE (55 FT)(110 MPH)
EA 3.000
DEAD END ROADWAY BARRICADE
LF 24.000
GROUND BOX (PREPARE)
EA 1.000
TEMP SPEED MONITOR SYS
EA 4.000
CCTV FIELD EQUIP (DIGITAL) (INSTL ONLY)
EA 3.000
CCTV MOUNT (PEDESTAL)
EA 3.000
ETHERNET SWITCH (INSTALL ONLY)
EA 5.000
FIBER OPTIC CBL (SINGLE-MODE)(12 FIBER)
LF 26,640.000
FIBER OPTIC PATCH PANEL (12 POSITION)
EA 11.000
FIBER OPTIC CBL(SINGLE-MODE)(144 FIBER)
LF 23,130.000
FIBER OPTIC PATCH PANEL (144 POSITIONS)
EA 2.000
FO SPLICE ENCLOSURE (TYPE 1)
EA 2.000
MODULAR GLARE SCREENS (FURN & INSTALL)
LF 4,230.000
INSTALLATION OF BLUETOOTH READER
EA 3.000
INSTALLATION OF TERMINAL SERVER
EA 3.000
ITS GRND MNT CAB (TY 6)(CONF 2)
EA 1.000
REMOVE AND RELOCATE DMS
EA 1.000
FURNISH AND INSTALL RWIS
EA 1.000
ALL-IN-ONE ATMOSPHERIC SENSOR
EA 1.000
TEMP Q-DETECT (TY2) (1 SYS)
DAY 1,912.000
TEMP CONSTR EQUIPMENT ALERT SYS
EA 4.000
TEMP INCIDENT DETECT & SURVEIL SYSTEM
EA 2.000
INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS:
Description Amount
RAILROAD FLAGGING: RAILROAD FORCE ACCOUNT WORK (PART) $20,160.00
MATERIAL FURNISHED BY THE STATE (PART) $200,000.00
EROSION CONTROL MAINTENANCE: CONTRACTOR FORCE ACCOUNT WORK (PART) $200,000.00
LAW ENFORCEMENT: CONTRACTOR FORCE ACCOUNT WORK (PART) $800,000.00
SAFETY CONTINGENCY: CONTRACTOR FORCE ACCOUNT WORK (PART) $200,000.00
Total: $1,420,160.00