COUNTY: COLORADO, ETC           HIGHWAY: SH 71, ETC        LENGTH:   1.0220 MI
CONTROL NUMBER: 0266-02-070, ETC                         DBE GOAL:      4.0 %
PROJECT NUMBER: BR 2024(817), ETC
TYPE: BRIDGE MAINTENANCE
TIME FOR COMPLETION: 164 WORKING DAYS                GUARANTY:     100,000.00
BIDS RECEIVED UNTIL:  1:00 PM JANUARY 04, 2024       EST.COST:   8,619,380.00
BIDS WILL BE OPENED:  1:00 PM JANUARY 04, 2024
MAIL OR DELIVER BIDS TO:                 FOR PS&E PACKAGE QUESTIONS CALL:
TEXAS DEPARTMENT OF TRANSPORTATION       RYAN SIMPER
ATTN: CONSTRUCTION DIVISION - RM M1C3.02 1512 FM 102
6230 E. STASSNEY LANE                    WHARTON, TX 77488
AUSTIN TX 78744-3147                     979/532-3141
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
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COUNTY        CONTROL              LIMITS FROM
HIGHWAY       PROJECT              LIMITS TO
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COLORADO      0266-02-070          AT US 90 UP RR EASTBOUND AND WESTBOUND
SH 71         BR 2024(817)         STR # 0026-06-063 & -062
LENGTH: 0.1140 MILES
COLORADO      0266-02-071          AT COLORADO RIVER EASTBOUND & WESTBOUND
SH 71         BR 2024(817)         STR# 0266-002-058 & -059
LENGTH: 0.1650 MILES
VICTORIA      0371-01-094          0.10 MI S OF BU 59T AT UP RR NORTHBOUND
BU 77-S       BR 2024(583)         STR # 0371-01-001
LENGTH: 0.0220 MILES
WHARTON       0420-10-019          AT SANDY CREEK
FM 1300       BR 2024(583)         STR # 0420-10-014
LENGTH: 0.1990 MILES
GONZALES      0445-01-066          AT PEACH CREEK RELIEF
UA 90         BR 2024(583)         STR # 0445-01-009
LENGTH: 0.0510 MILES
GONZALES      0445-01-067          AT PEACH CREEK EAST RELIEF
UA 90         BR 2024(583)         STR # 0445-01-011
LENGTH: 0.13 MILES
GONZALES      0445-01-069          AT PEACH CREEK
UA 90         BR 2024(585)         STR# 0445-01-010
LENGTH: 0.0620 MILES
AUSTIN        3205-01-014          AT SAN BERNARD RIVER
FM 3013       BR 2024(583)         STR# 3205-01-003
LENGTH: 0.1890 MILES
AUSTIN        3205-01-015          AT EAST BERNARD CREEK
FM 3013       BR 2024(583)         STR# 3205-01-004
LENGTH: 0.09 MILES
--------------------------------------------------------------------------------
       ITEM DES                                                   APPROXIMATE
ALT    NO.  CD.  ITEM DESCRIPTION                         UNIT    QUANTITIES    
--------------------------------------------------------------------------------
       104  6025 REMOVE CONC (WINGWALL)                    CY            4.120   
       104  6044 REMOVING CONC (FLUME)                     SY            6.000   
       247  6366 FL BS (CMP IN PLC)(TY A GR 5)(FNAL POS)   CY          667.000   
       316  6249 AGGR(TY-PE GR-4 SAC-B)                    CY          137.000   
       316  6400 ASPH (AC-15P OR AC-10-2TR OR CRS-2P)      GAL       6,074.000   
       351  6002 FLEXIBLE PAVEMENT STRUCTURE REPAIR(6")    SY          200.000   
       354  6021 PLANE ASPH CONC PAV(0" TO 2")             SY       13,423.000   
       354  6023 PLANE ASPH CONC PAV(0" TO 4")             SY        4,444.000   
       401  6001 FLOWABLE BACKFILL                         CY            8.000   
       420  6011 CL B CONC (FLUME)                         CY            2.000   
       420  6057 CL C CONC (WINGWALLS)                     CY            4.120   
       420  6176 PRECAST CL S CONC PEDESTAL FOR BRG REP    EA           10.000   
       429  6001 CONC STR REPAIR(CLEAN & COAT WTH EPOXY)   SF        1,030.000   
       429  6007 CONC STR REPAIR (VERTICAL & OVERHEAD)     SF           48.000   
       429  6023 CONC STR REPAIR (PAN GIRDER HOLE REPR)    EA          878.000   
       432  6033 RIPRAP (STONE PROTECTION)(18 IN)          CY        2,014.000   
       438  6001 CLEANING AND SEALING EXISTING JOINTS      LF        6,465.000   
       439  6013 MULTI-LAYER POLYMER OVERLAY               SY       12,734.000   
       446  6032 CLEAN AND PAINT EXIST STR (REF NO. 1)     EA            4.000   
       446  6033 CLEAN AND PAINT EXIST STR (REF NO. 2)     EA            5.000   
       446  6034 CLEAN AND PAINT EXIST STR (REF NO. 3)     EA            1.000   
       451  6024 RETROFIT RAIL (TY SSTR)                   LF          266.000   
       495  6002 RAISING EXIST STRUCT                      EA            2.000   
       500  6001 MOBILIZATION                              LS            1.000   
       502  6001 BARRICADES, SIGNS AND TRAFFIC HANDLING    MO           11.000   
       506  6038 TEMP SEDMT CONT FENCE (INSTALL)           LF          825.000   
       506  6039 TEMP SEDMT CONT FENCE (REMOVE)            LF          825.000   
       512  6005 PORT CTB (FUR & INST)(F-SHAPE)(TY 1)      LF        1,650.000   
       512  6029 PORT CTB (MOVE)(F-SHAPE)(TY 1)            LF        2,550.000   
       512  6053 PORT CTB (REMOVE)(F-SHAPE)(TY 1)          LF        1,650.000   
       540  6001 MTL W-BEAM GD FEN (TIM POST)              LF        3,925.000   
       540  6006 MTL BEAM GD FEN TRANS (THRIE-BEAM)        EA           32.000   
       540  6008 MTL BEAM GD FEN TRANS (T101)              EA            4.000   
       542  6001 REMOVE METAL BEAM GUARD FENCE             LF        4,900.000   
       544  6001 GUARDRAIL END TREATMENT (INSTALL)         EA           36.000   
       544  6003 GUARDRAIL END TREATMENT (REMOVE)          EA           36.000   
       545  6003 CRASH CUSH ATTEN (MOVE & RESET)           EA            7.000   
       545  6005 CRASH CUSH ATTEN (REMOVE)                 EA            3.000   
       545  6019 CRASH CUSH ATTEN (INSTL)(S)(N)(TL3)       EA            3.000   
       658  6013 INSTL DEL ASSM (D-SW)SZ (BRF)CTB          EA          146.000   
       658  6061 INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2         EA           90.000   
       658  6062 INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2(BI)     EA          102.000   
       662  6067 WK ZN PAV MRK REMOV (W)6"(SLD)            LF          975.000   
       662  6109 WK ZN PAV MRK SHT TERM (TAB)TY W          EA          357.000   
       662  6111 WK ZN PAV MRK SHT TERM (TAB)TY Y-2        EA          341.000   
       666  6305 RE PM W/RET REQ TY I (W)6"(BRK)(090MIL)   LF        1,044.000   
       666  6308 RE PM W/RET REQ TY I (W)6"(SLD)(090MIL)   LF       15,924.000   
       666  6317 RE PM W/RET REQ TY I (Y)6"(BRK)(090MIL)   LF        1,354.000   
       666  6320 RE PM W/RET REQ TY I (Y)6"(SLD)(090MIL)   LF        6,332.000   
       672  6009 REFL PAV MRKR TY II-A-A                   EA          156.000   
       672  6010 REFL PAV MRKR TY II-C-R                   EA           58.000   
       677  6001 ELIM EXT PAV MRK & MRKS (4")              LF          975.000   
       752  6022 TREE TRIMMING AND BRUSH REMOVAL           LF        2,336.000   
       780  6010 CNC CRACK REPAIR (DISCRETE)(SURF SEAL)    LF          252.000   
       784  6010 REP STL BRIDGE MEMBER (BEARINGS)          EA            2.000   
       784  6038 REP STL BRIDGE MEMBER(REPL RIVET/BOLT)    EA           10.000   
       3076 6077 D-GR HMA TY-D SAC-B PG70-22 (EXEMPT)      TON       1,131.000   
       4106 6003 POLYESTER POLYMER CONC OVERLAY (2")       SY       19,350.000   
       6185 6002 TMA (STATIONARY)                          DAY          47.000   
       6185 6005 TMA (MOBILE OPERATION)                    DAY           5.000   
       7000 6001 REML & DISPL DRIFTWOOD & DEBRIS           CY          877.000   
       7306 6002 BRIDGE SUBSTRUCTURE CLEANING (BENT)       EA           11.000   
Total Bid Amount _______________________________
____________________________________ certifies that the unit prices shown on this completed computer
print-out for all of the bid items, alternate items, option items, and add alternate items contained in this
proposal are the unit prices intended and that its bid will be tabulated using these unit prices and no other
information from this print-out.
____________________________________ acknowledges and agrees that the total bid amount shown will be read as
its total bid and further agree that the official total bid amount will be determined by multiplying the unit
bid prices shown in this print-out by the respective estimated quantities shown in the proposal and then
totaling all of the extended amounts.
Signed ______________________________________________
Title  ______________________________________________
Date   ______________________________________________
Additional Signature for Joint Venture:
Signed ______________________________________________
Title  ______________________________________________
Date   ______________________________________________