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
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ITEM DES APPROXIMATE
ALT NO. CD. ITEM DESCRIPTION UNIT QUANTITIES
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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 ______________________________________________