COUNTY: ROBERTSON HIGHWAY: US 79 LENGTH: 0.7620 MI
CONTROL NUMBER: 0204-09-045, ETC DBE GOAL: 6.0 %
PROJECT NUMBER: BR 2B24(086), ETC
TYPE: BRIDGE REPLACEMENT
TIME FOR COMPLETION: 360 WORKING DAYS GUARANTY: 100,000.00
BIDS RECEIVED UNTIL: 1:00 PM AUGUST 02, 2024 EST.COST: 19,388,755.90
BIDS WILL BE OPENED: 1:00 PM AUGUST 02, 2024
MAIL OR DELIVER BIDS TO: FOR PS&E PACKAGE QUESTIONS CALL:
TEXAS DEPARTMENT OF TRANSPORTATION JAMES ROBBINS
ATTN: CONSTRUCTION DIVISION - RM M1C3.02 2102 TABOR ROAD
6230 E. STASSNEY LANE BRYAN, TX 77803
AUSTIN TX 78744-3147 979/778-6233
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
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COUNTY CONTROL LIMITS FROM
HIGHWAY PROJECT LIMITS TO
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ROBERTSON 0204-09-045 AT LITTLE BRAZOS RIVER
US 79 BR 2B24(086) .
LENGTH: 0.18 MILES
ROBERTSON 0204-09-060 HACKBERRY STREET
US 79 F 2B24(358) 0.5 MI S OF HACKBERRY STREET
LENGTH: 0.5820 MILES
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ITEM DES APPROXIMATE
ALT NO. CD. ITEM DESCRIPTION UNIT QUANTITIES
--------------------------------------------------------------------------------
100 6002 PREPARING ROW STA 81.000
104 6009 REMOVING CONC (RIPRAP) SY 3,601.000
104 6017 REMOVING CONC (DRIVEWAYS) SY 706.000
104 6021 REMOVING CONC (CURB) LF 616.000
105 6016 REMOVING STAB BASE & ASPH PAV(16") SY 36,836.000
105 6041 REMOVING STAB BASE AND ASPH PAV(8") SY 1,508.000
105 6043 REMOVING STAB BASE & ASPH PAV (0-6") SY 1,689.000
110 6001 EXCAVATION (ROADWAY) CY 6,371.000
110 6002 EXCAVATION (CHANNEL) CY 4,981.000
132 6006 EMBANKMENT (FINAL)(DENS CONT)(TY C) CY 44,541.000
160 6003 FURNISHING AND PLACING TOPSOIL (4") SY 82,252.000
162 6002 BLOCK SODDING SY 8,234.000
164 6021 CELL FBR MLCH SEED(PERM)(RURAL)(SANDY) SY 82,252.000
164 6029 CELL FBR MLCH SEED(TEMP)(WARM) SY 41,129.000
164 6031 CELL FBR MLCH SEED(TEMP)(COOL) SY 41,129.000
168 6001 VEGETATIVE WATERING MG 904.800
247 6230 FL BS (CMP IN PLACE)(TY A GR 1-2)(8") SY 62,293.000
275 6001 CEMENT TON 1,414.000
275 6375 CEMENT TREAT (SUBGRADE)(11") SY 62,293.000
276 6077 CM TRT(PT MX)(CL M)(TYA)(GR1-2)(FN POS) CY 983.000
310 6028 PRIME COAT (MC-30 OR EC-30) GAL 12,459.000
314 6005 EMULS ASPH (BS OR SUBGR TRT)(CSS-1H) GAL 2,261.000
351 6023 FLEXIBLE PAVEMENT STRUCT REPAIR (36") SY 130.000
400 6005 CEM STABIL BKFL CY 396.000
402 6001 TRENCH EXCAVATION PROTECTION LF 511.000
403 6001 TEMPORARY SPL SHORING SF 10,192.000
407 6002 STL H - PILING (HP 14 X 73) LF 8,662.000
420 6013 CL C CONC (ABUT) CY 103.600
420 6029 CL C CONC (CAP) CY 216.100
420 6037 CL C CONC (COLUMN) CY 139.600
420 6043 CL C CONC (FOOTING) CY 172.800
420 6076 CL E CONC (SEAL SLAB) CY 294.000
420 6133 CL A CONC (CHANNEL LINING) CY 959.000
422 6001 REINF CONC SLAB SF 58,800.000
422 6015 APPROACH SLAB CY 121.600
425 6038 PRESTR CONC GIRDER (TX46) LF 6,965.000
432 6002 RIPRAP (CONC)(5 IN) CY 5.000
432 6033 RIPRAP (STONE PROTECTION)(18 IN) CY 2,044.000
432 6045 RIPRAP (MOW STRIP)(4 IN) CY 61.000
450 6023 RAIL (TY SSTR) LF 1,464.000
454 6018 SEALED EXPANSION JOINT (4 IN) (SEJ - M) LF 335.000
462 6013 CONC BOX CULV (6 FT X 6 FT) LF 510.000
462 6019 CONC BOX CULV (8 FT X 4 FT) LF 272.000
462 6020 CONC BOX CULV (8 FT X 5 FT) LF 190.000
462 6021 CONC BOX CULV (8 FT X 6 FT) LF 88.000
462 6078 CONC BOX CULV (10 FT X 10 FT)(EXTEND) LF 45.000
462 6101 CONC BOX CULV (10 FT X 4 FT) LF 70.000
464 6003 RC PIPE (CL III)(18 IN) LF 138.000
466 6182 WINGWALL (PW - 1) (HW=7 FT) EA 1.000
466 6187 WINGWALL (PW - 2) (HW=12 FT) EA 1.000
466 6232 WINGWALL (SPL) EA 17.000
467 6363 SET (TY II) (18 IN) (RCP) (6: 1) (P) EA 8.000
496 6005 REMOV STR (WINGWALL) EA 1.000
496 6008 REMOV STR (BOX CULVERT) LF 709.000
496 6011 REMOV STR (BRIDGE 500 - 999 FT LENGTH) EA 1.000
496 6043 REMOV STR (SMALL FENCE) LF 1,265.000
496 6099 REMOVE STR (RAIL) LF 113.000
500 6001 MOBILIZATION LS 1.000
502 6001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 24.000
506 6002 ROCK FILTER DAMS (INSTALL) (TY 2) LF 403.000
506 6011 ROCK FILTER DAMS (REMOVE) LF 403.000
506 6020 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 936.000
506 6024 CONSTRUCTION EXITS (REMOVE) SY 936.000
506 6034 CONSTRUCTION PERIMETER FENCE LF 6,945.000
506 6038 TEMP SEDMT CONT FENCE (INSTALL) LF 3,073.000
506 6039 TEMP SEDMT CONT FENCE (REMOVE) LF 3,073.000
506 6040 BIODEG EROSN CONT LOGS (INSTL) (8") LF 3,717.000
506 6043 BIODEG EROSN CONT LOGS (REMOVE) LF 3,717.000
508 6003 CONSTRUCTING DETOURS (TY 1) SY 8,923.000
512 6005 PORT CTB (FUR & INST)(F-SHAPE)(TY 1) LF 2,310.000
512 6029 PORT CTB (MOVE)(F-SHAPE)(TY 1) LF 1,230.000
512 6041 PORT CTB (STKPL)(F-SHAPE)(TY 1) LF 1,230.000
512 6053 PORT CTB (REMOVE)(F-SHAPE)(TY 1) LF 2,310.000
530 6004 DRIVEWAYS (CONC) SY 1,153.000
530 6005 DRIVEWAYS (ACP) SY 1,556.000
533 6001 RUMBLE STRIPS (SHOULDER) LF 12,393.000
533 6002 RUMBLE STRIPS (CENTERLINE) LF 12,064.000
540 6001 MTL W-BEAM GD FEN (TIM POST) LF 600.000
540 6006 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 4.000
540 6016 DOWNSTREAM ANCHOR TERMINAL SECTION EA 2.000
542 6001 REMOVE METAL BEAM GUARD FENCE LF 1,050.000
544 6001 GUARDRAIL END TREATMENT (INSTALL) EA 6.000
544 6003 GUARDRAIL END TREATMENT (REMOVE) EA 4.000
545 6003 CRASH CUSH ATTEN (MOVE & RESET) EA 4.000
545 6004 CRASH CUSH ATTEN (STKPL) EA 2.000
545 6005 CRASH CUSH ATTEN (REMOVE) EA 2.000
545 6019 CRASH CUSH ATTEN (INSTL)(S)(N)(TL3) EA 2.000
550 6003 CHAIN LINK FENCE (REMOVE) LF 2,086.000
644 6001 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 18.000
644 6004 IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA 6.000
644 6033 IN SM RD SN SUP&AM TYS80(1)SA(U) EA 1.000
644 6036 IN SM RD SN SUP&AM TYS80(1)SA(U-BM) EA 4.000
644 6071 RELOCATE SM RD SN SUP&AM TY TWT EA 3.000
644 6076 REMOVE SM RD SN SUP&AM EA 41.000
658 6013 INSTL DEL ASSM (D-SW)SZ (BRF)CTB EA 16.000
658 6061 INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2 EA 18.000
658 6080 INSTL DEL ASSM (D-SW)SZ 1(WFLX)GND EA 10.000
658 6101 INSTL OM ASSM (OM-2Z)(WFLX)SRF)SRF EA 8.000
662 6008 WK ZN PAV MRK NON-REMOV (W)6"(SLD) LF 12,994.000
662 6012 WK ZN PAV MRK NON-REMOV (W)8"(SLD) LF 150.000
662 6037 WK ZN PAV MRK NON-REMOV (Y)6"(SLD) LF 12,836.000
662 6067 WK ZN PAV MRK REMOV (W)6"(SLD) LF 24,556.000
662 6071 WK ZN PAV MRK REMOV (W)8"(SLD) LF 140.000
662 6075 WK ZN PAV MRK REMOV (W)24"(SLD) LF 47.000
662 6098 WK ZN PAV MRK REMOV (Y)6"(SLD) LF 25,715.000
662 6109 WK ZN PAV MRK SHT TERM (TAB)TY W EA 1,465.000
662 6111 WK ZN PAV MRK SHT TERM (TAB)TY Y-2 EA 940.000
666 6036 REFL PAV MRK TY I (W)8"(SLD)(100MIL) LF 608.000
666 6102 REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) EA 8.000
666 6171 REFL PAV MRK TY II (W) 6" (BRK) LF 370.000
666 6174 REFL PAV MRK TY II (W) 6" (SLD) LF 1,480.000
666 6208 REFL PAV MRK TY II (Y) 6" (BRK) LF 370.000
666 6210 REFL PAV MRK TY II (Y) 6" (SLD) LF 1,480.000
666 6306 RE PM W/RET REQ TY I (W)6"(BRK)(100MIL) LF 3,360.000
666 6309 RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) LF 15,049.000
666 6318 RE PM W/RET REQ TY I (Y)6"(BRK)(100MIL) LF 3,150.000
666 6321 RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL) LF 18,068.000
668 6076 PREFAB PAV MRK TY C (W) (24") (SLD) LF 34.000
668 6077 PREFAB PAV MRK TY C (W) (ARROW) EA 4.000
668 6083 PREFAB PAV MRK TY C (W) (LNDP ARROW) EA 2.000
668 6085 PREFAB PAV MRK TY C (W) (WORD) EA 2.000
668 6089 PREFAB PAV MRK TY C (W) (RR XING) EA 2.000
672 6007 REFL PAV MRKR TY I-C EA 191.000
672 6009 REFL PAV MRKR TY II-A-A EA 479.000
677 6001 ELIM EXT PAV MRK & MRKS (4") LF 39,015.000
678 6002 PAV SURF PREP FOR MRK (6") LF 3,700.000
3077 6011 SP MIXES SP-C PG64-22 TON 20,557.000
3077 6022 SP MIXES SP-C SAC-A PG70-22 TON 7,139.000
3084 6001 BONDING COURSE GAL 18,848.000
6001 6002 PORTABLE CHANGEABLE MESSAGE SIGN EA 6.000
6185 6002 TMA (STATIONARY) DAY 360.000
6185 6005 TMA (MOBILE OPERATION) DAY 40.000
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 ______________________________________________