COUNTY: DALLAS HIGHWAY: US 175 LENGTH: 10.3790 MI
CONTROL NUMBER: 0197-02-137 SBE GOAL: 0.0 %
PROJECT NUMBER: C 197-2-137
TYPE: REHABILITATION OF EXISTING ROAD
TIME FOR COMPLETION: 406 WORKING DAYS GUARANTY: 100,000.00
BIDS RECEIVED UNTIL: 1:00 PM MAY 02, 2024 * EST.COST: 28,702,764.66
BIDS WILL BE OPENED: 1:00 PM MAY 02, 2024
MAIL OR DELIVER BIDS TO: FOR PS&E PACKAGE QUESTIONS CALL:
TEXAS DEPARTMENT OF TRANSPORTATION NATHAN PETTER
ATTN: CONSTRUCTION DIVISION - RM M1C3.02 4777 EAST HIGHWAY 80
6230 E. STASSNEY LANE MESQUITE, TX 75150
AUSTIN TX 78744-3147 214/320-6243
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
LIMITS FROM: BEXAR STREET
LIMITS TO: BELT LINE RD
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ITEM DES APPROXIMATE
ALT NO. CD. ITEM DESCRIPTION UNIT QUANTITIES
--------------------------------------------------------------------------------
104 6009 REMOVING CONC (RIPRAP) SY 100.000
104 6021 REMOVING CONC (CURB) LF 300.000
161 6017 COMPOST MANUF TOPSOIL (4") SY 8,750.000
162 6002 BLOCK SODDING SY 8,750.000
168 6001 VEGETATIVE WATERING MG 1,302.000
351 6008 FLEXIBLE PAVEMENT STRUCTURE REPAIR(12") SY 2,000.000
354 6067 PLAN ASPH CONC PAV(0" TO 2.25") SY 516,784.000
354 6077 PLANE ASPH CONC PAV (0" TO 3/4") SY 127,191.000
354 6205 PLAN & TEXT CONC PAV (0" TO 2.5") SY 1,652.000
361 6034 FULL - DEPTH REPAIR CPCD (9") SY 2,200.000
361 6036 FULL - DEPTH REPAIR CPCD (11") SY 2,600.000
361 6051 FULL-DPTH REP(BR APPROACH SLAB)(9"-13") SY 600.000
401 6001 FLOWABLE BACKFILL CY 444.000
429 6001 CONC STR REPAIR(CLEAN & COAT WTH EPOXY) SF 132.000
429 6004 CONC STR REPAIR(RAPID DECK REP(PRT DPT) SF 255.000
429 6006 CONC STR REPR(RAPID DECK REP(FULL DPT)) SF 967.000
429 6007 CONC STR REPAIR (VERTICAL & OVERHEAD) SF 3,224.000
429 6011 CONC STR REPR(REMOV AND REPL WINGWALL) CY 6.000
429 6023 CONC STR REPAIR (PAN GIRDER HOLE REPR) EA 140.000
432 6008 RIPRAP (CONC)(CL B)(RR8&RR9) CY 143.500
432 6031 RIPRAP (STONE PROTECTION)(12 IN) CY 10.000
432 6033 RIPRAP (STONE PROTECTION)(18 IN) CY 531.000
432 6045 RIPRAP (MOW STRIP)(4 IN) CY 815.000
438 6002 CLEANING AND SEALING EXIST JOINTS(CL3) LF 7,345.000
438 6004 CLEANING AND SEALING EXIST JOINTS(CL7) LF 3,581.000
438 6011 CLEANING AND SEALING JOINTS (FOAM) LF 3,179.000
446 6028 SPOT CLEAN & PAINT EXT STR(SPL PRT SYS) LS 1.000
451 6024 RETROFIT RAIL (TY SSTR) LF 1,132.000
499 6001 ADJUST STL SHOES EA 46.000
500 6001 MOBILIZATION LS 1.000
502 6001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 25.000
506 6038 TEMP SEDMT CONT FENCE (INSTALL) LF 6,425.000
506 6039 TEMP SEDMT CONT FENCE (REMOVE) LF 7,925.000
506 6041 BIODEG EROSN CONT LOGS (INSTL) (12") LF 1,500.000
506 6043 BIODEG EROSN CONT LOGS (REMOVE) LF 1,500.000
506 6047 TEMP SDMT CONT FENCE (INLET PROTECTION) LF 1,500.000
512 6005 PORT CTB (FUR & INST)(F-SHAPE)(TY 1) LF 1,020.000
512 6029 PORT CTB (MOVE)(F-SHAPE)(TY 1) LF 1,020.000
512 6053 PORT CTB (REMOVE)(F-SHAPE)(TY 1) LF 1,020.000
529 6001 CONC CURB (TY I) LF 300.000
533 6003 RUMBLE STRIPS (SHOULDER) ASPHALT LF 151,385.000
540 6001 MTL W-BEAM GD FEN (TIM POST) LF 15,750.000
540 6006 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 37.000
540 6016 DOWNSTREAM ANCHOR TERMINAL SECTION EA 36.000
542 6001 REMOVE METAL BEAM GUARD FENCE LF 14,938.000
542 6002 REMOVE TERMINAL ANCHOR SECTION EA 36.000
544 6001 GUARDRAIL END TREATMENT (INSTALL) EA 51.000
544 6003 GUARDRAIL END TREATMENT (REMOVE) EA 51.000
545 6003 CRASH CUSH ATTEN (MOVE & RESET) EA 2.000
545 6005 CRASH CUSH ATTEN (REMOVE) EA 2.000
545 6019 CRASH CUSH ATTEN (INSTL)(S)(N)(TL3) EA 2.000
658 6061 INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2 EA 231.000
662 6005 WK ZN PAV MRK NON-REMOV (W)6"(BRK) LF 52,575.000
662 6008 WK ZN PAV MRK NON-REMOV (W)6"(SLD) LF 105,150.000
662 6037 WK ZN PAV MRK NON-REMOV (Y)6"(SLD) LF 105,150.000
662 6109 WK ZN PAV MRK SHT TERM (TAB)TY W EA 15,792.000
666 6039 REFL PAV MRK TY I (W)12"(LNDP)(100MIL) LF 2,000.000
666 6042 REFL PAV MRK TY I (W)12"(SLD)(100MIL) LF 3,900.000
666 6054 REFL PAV MRK TY I (W)(ARROW)(100MIL) EA 30.000
666 6078 REFL PAV MRK TY I (W)(WORD)(100MIL) EA 30.000
666 6081 REFL PAV MRK TY I(W)(ENTR GORE)(100MIL) EA 25.000
666 6084 REFL PAV MRK TY I(W)(EXIT GORE)(100MIL) EA 27.000
666 6225 PAVEMENT SEALER 6" LF 22,420.000
666 6306 RE PM W/RET REQ TY I (W)6"(BRK)(100MIL) LF 54,801.000
666 6309 RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) LF 109,602.000
666 6321 RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL) LF 109,602.000
672 6010 REFL PAV MRKR TY II-C-R EA 6,600.000
677 6002 ELIM EXT PAV MRK & MRKS (6") LF 22,420.000
678 6002 PAV SURF PREP FOR MRK (6") LF 22,420.000
720 6003 SPALLING REPAIR (POLYMERIC) (SEMIRIGID) GAL 500.000
721 6002 FIBER REINFORCED POLYMER PATCHING MATLS LB 3,500.000
735 6007 DEBRIS REMOVAL (SPOT DEBRIS) MI 1.000
778 6001 CONCRETE RAIL REPAIR (IN-KIND) LF 23.000
778 6021 CONCRETE RAIL REPLACEMENT (TYPE 501) LF 370.000
780 6002 CNC CRACK REPAIR (DISCRETE)(INJECT) LF 1,372.000
780 6004 CONC CRCK REPR(DISCRETE)(ROUT AND SEAL) LF 170.000
785 6004 BRIDGE JOINT REPAIR (ARMOR) LF 332.000
785 6009 BRIDGE JOINT REPAIR (PARTIAL DEPTH) LF 64.000
785 6010 BRIDGE JOINT REPLACEMENT (ARMOR) LF 370.000
788 6002 CONCRETE BEAM REPAIR (CFRP) EA 1.000
788 6003 CONCRETE BEAM REP(STRAND SPLICE & CFRP) EA 1.000
3004 6001 CONTINUOUS DIAMOND GRINDING CONC PVMT SY 3,184.000
3037 6001 HIGH FRICTION SURFACE COURSE SY 22,776.000
3080 6001 STONE-MTRX-ASPH SMA-C SAC-A PG76-22 TON 67,150.000
3080 6029 TACK COAT GAL 41,345.000
3082 6004 TBWC (MEMBRANE) GAL 27,982.000
3082 6005 TBWC PG76-22 SAC-A TY C TON 5,509.000
4002 6001 REPLACE ELASTOMERIC BEARING PADS EA 26.000
6001 6002 PORTABLE CHANGEABLE MESSAGE SIGN EA 2.000
6185 6002 TMA (STATIONARY) DAY 812.000
6185 6005 TMA (MOBILE OPERATION) DAY 50.000
7000 6002 REML & DISPL DRIFTWOOD & DEBRIS LS 1.000
* INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS:
CONTRACTOR FORCE ACCOUNT WORK $652,500.00
RAILROAD FORCE ACCOUNT WORK $100,000.00
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 ______________________________________________