COUNTY: DENTON HIGHWAY: IH 35E LENGTH: 0.7180 MI
CONTROL NUMBER: 0195-03-088, ETC DBE GOAL: 6.0 %
PROJECT NUMBER: BR 2B24(289)
TYPE: BRIDGE REPLACEMENT
TIME FOR COMPLETION: 377 WORKING DAYS GUARANTY: 100,000.00
BIDS RECEIVED UNTIL: 1:00 PM AUGUST 02, 2024 EST.COST: 13,211,118.18
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 AMANDA MILLER
ATTN: CONSTRUCTION DIVISION - RM M1C3.02 4777 EAST HIGHWAY 80
6230 E. STASSNEY LANE MESQUITE, TX 75150
AUSTIN TX 78744-3147 214/319-6583
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
------------------------------------------------------------------------------
COUNTY CONTROL LIMITS FROM
HIGHWAY PROJECT LIMITS TO
------------------------------------------------------------------------------
DENTON 0195-03-088 IH 35E NORTH BOUND FRONTAGE ROADS
IH 35E BR 2B24(289) AT UP RAILROAD
LENGTH: 0.3190 MILES
DENTON 0195-03-089 IH 35E SBFR AT UP RAILROAD
IH 35E BR 2B24(289) .
LENGTH: 0.3990 MILES
--------------------------------------------------------------------------------
ITEM DES APPROXIMATE
ALT NO. CD. ITEM DESCRIPTION UNIT QUANTITIES
--------------------------------------------------------------------------------
100 6002 PREPARING ROW STA 32.150
104 6001 REMOVING CONC (PAV) SY 11,555.000
104 6009 REMOVING CONC (RIPRAP) SY 637.000
104 6017 REMOVING CONC (DRIVEWAYS) SY 2,049.000
104 6021 REMOVING CONC (CURB) LF 4,968.000
105 6008 REMOVING STAB BASE AND ASPH PAV (6") SY 1,391.000
110 6001 EXCAVATION (ROADWAY) CY 21,594.000
132 6025 EMBANKMENT (FINAL) (DENS CONT) (TY C1) CY 55,492.000
132 6026 EMBANKMENT (FINAL) (DENS CONT) (TY C2) CY 3,242.000
161 6017 COMPOST MANUF TOPSOIL (4") SY 28,919.000
162 6002 BLOCK SODDING SY 11,875.000
164 6039 DRILL SEEDING (PERM) (URBAN) (CLAY) SY 17,044.000
164 6051 DRILL SEED (TEMP)(WARM OR COOL) SY 28,919.000
168 6001 VEGETATIVE WATERING MG 8,604.300
247 6313 FL BS (CMP IN PLC)(TY D GR1-2)(12") SY 7,462.000
260 6002 LIME (HYDRATED LIME (SLURRY)) TON 130.000
260 6027 LIME TRT (EXST MATL)(8") SY 7,768.000
275 6001 CEMENT TON 38.000
275 6011 CEMENT TREAT(EXIST MATL)(8") SY 5,584.000
310 6009 PRIME COAT (MC-30) GAL 2,673.000
360 6004 CONC PVMT (CONT REINF - CRCP) (10") SY 5,292.000
400 6005 CEM STABIL BKFL CY 514.000
400 6007 CUT & RESTORE CONC PAVING SY 13.000
402 6001 TRENCH EXCAVATION PROTECTION LF 183.000
403 6001 TEMPORARY SPL SHORING SF 16,728.000
416 6001 DRILL SHAFT (18 IN) LF 149.000
416 6004 DRILL SHAFT (36 IN) LF 564.000
420 6014 CL C CONC (ABUT)(HPC) CY 134.800
420 6030 CL C CONC (CAP)(HPC) CY 77.700
420 6038 CL C CONC (COLUMN)(HPC) CY 81.400
420 6066 CL C CONC (RAIL FOUNDATION) CY 65.000
422 6002 REINF CONC SLAB (HPC) SF 22,361.000
422 6014 BRIDGE SIDEWALK (HPC) SF 4,026.000
422 6016 APPROACH SLAB (HPC) CY 190.000
423 6001 RETAINING WALL (MSE) SF 2,745.000
425 6039 PRESTR CONC GIRDER (TX54) LF 2,794.920
429 6007 CONC STR REPAIR (VERTICAL & OVERHEAD) SF 20.000
432 6001 RIPRAP (CONC)(4 IN) CY 792.000
432 6031 RIPRAP (STONE PROTECTION)(12 IN) CY 19.000
432 6045 RIPRAP (MOW STRIP)(4 IN) CY 36.600
438 6001 CLEANING AND SEALING EXISTING JOINTS LF 17.000
438 6004 CLEANING AND SEALING EXIST JOINTS(CL7) LF 224.000
438 6016 CLEAN AND SEAL EXIST JTS (STRIP SEAL) LF 240.000
442 6007 STR STEEL (MISC NON - BRIDGE) LB 322.000
450 6005 RAIL (TY T221)(HPC) LF 574.000
450 6031 RAIL (TY C221)(HPC) LF 1,219.000
450 6051 RAIL (HANDRAIL)(TY E) LF 61.000
450 6119 RAIL (CLF-RO) LF 460.000
454 6018 SEALED EXPANSION JOINT (4 IN) (SEJ - M) LF 163.000
464 6005 RC PIPE (CL III)(24 IN) LF 620.000
465 6032 INLET (COMPL)(PCU)(3FT)(BOTH) EA 4.000
465 6071 INLET (COMPL)(PSL)(RC)(4FTX4FT) EA 1.000
465 6158 INLET(COMPL)(PAZD)(FG)(3FTX3FT-3FTX3FT) EA 1.000
496 6002 REMOV STR (INLET) EA 1.000
496 6010 REMOV STR (BRIDGE 100 - 499 FT LENGTH) EA 2.000
500 6001 MOBILIZATION LS 1.000
502 6001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 16.000
506 6002 ROCK FILTER DAMS (INSTALL) (TY 2) LF 140.000
506 6011 ROCK FILTER DAMS (REMOVE) LF 140.000
506 6020 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 986.000
506 6024 CONSTRUCTION EXITS (REMOVE) SY 986.000
506 6038 TEMP SEDMT CONT FENCE (INSTALL) LF 3,105.000
506 6039 TEMP SEDMT CONT FENCE (REMOVE) LF 3,130.000
506 6042 BIODEG EROSN CONT LOGS (INSTL) (18") LF 99.000
506 6043 BIODEG EROSN CONT LOGS (REMOVE) LF 99.000
506 6047 TEMP SDMT CONT FENCE (INLET PROTECTION) LF 25.000
508 6001 CONSTRUCTING DETOURS SY 1,247.000
512 6001 PORT CTB (FUR & INST)(SGL SLOPE)(TY 1) LF 4,350.000
512 6005 PORT CTB (FUR & INST)(F-SHAPE)(TY 1) LF 35.000
512 6025 PORT CTB (MOVE)(SGL SLP)(TY 1) LF 3,900.000
512 6049 PORT CTB (REMOVE)(SGL SLP)(TY 1) LF 4,350.000
512 6053 PORT CTB (REMOVE)(F-SHAPE)(TY 1) LF 35.000
529 6005 CONC CURB (MONO) (TY II) LF 2,740.000
529 6008 CONC CURB & GUTTER (TY II) LF 3,118.000
530 6017 DRIVEWAYS (CONC) (HES) SY 2,306.000
531 6001 CONC SIDEWALKS (4") SY 1,522.000
531 6005 CURB RAMPS (TY 2) EA 5.000
531 6013 CURB RAMPS (TY 10) EA 10.000
536 6002 CONC MEDIAN SY 26.000
538 6001 RIGHT OF WAY MARKERS EA 24.000
540 6001 MTL W-BEAM GD FEN (TIM POST) LF 300.000
540 6006 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 2.000
542 6001 REMOVE METAL BEAM GUARD FENCE LF 774.000
542 6002 REMOVE TERMINAL ANCHOR SECTION EA 2.000
542 6003 REMOVE DOWNSTREAM ANCHOR TERMINAL EA 2.000
544 6001 GUARDRAIL END TREATMENT (INSTALL) EA 2.000
544 6003 GUARDRAIL END TREATMENT (REMOVE) EA 6.000
545 6003 CRASH CUSH ATTEN (MOVE & RESET) EA 3.000
545 6005 CRASH CUSH ATTEN (REMOVE) EA 7.000
545 6010 CRASH CUSH ATTEN (INSTL)(L)(W)(TL3) EA 1.000
545 6019 CRASH CUSH ATTEN (INSTL)(S)(N)(TL3) EA 6.000
644 6001 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 9.000
644 6004 IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA 8.000
644 6068 RELOCATE SM RD SN SUP&AM TY 10BWG EA 1.000
644 6075 RELOCATE SM RD SN SUP&AM(SIGN ONLY) EA 4.000
658 6013 INSTL DEL ASSM (D-SW)SZ (BRF)CTB EA 3.000
658 6015 INSTL DEL ASSM (D-SW)SZ (BRF)GF1 EA 1.000
658 6028 INSTL DEL ASSM (D-SY)SZ (BRF)GF1 EA 6.000
658 6099 INSTL OM ASSM (OM-2Z)(WFLX)GND EA 2.000
662 6064 WK ZN PAV MRK REMOV (W)6"(BRK) LF 367.000
662 6067 WK ZN PAV MRK REMOV (W)6"(SLD) LF 8,186.000
662 6071 WK ZN PAV MRK REMOV (W)8"(SLD) LF 1,526.000
662 6075 WK ZN PAV MRK REMOV (W)24"(SLD) LF 16.000
662 6098 WK ZN PAV MRK REMOV (Y)6"(SLD) LF 7,440.000
666 6036 REFL PAV MRK TY I (W)8"(SLD)(100MIL) LF 1,603.000
666 6048 REFL PAV MRK TY I (W)24"(SLD)(100MIL) LF 693.000
666 6054 REFL PAV MRK TY I (W)(ARROW)(100MIL) EA 4.000
666 6225 PAVEMENT SEALER 6" LF 10,257.000
666 6226 PAVEMENT SEALER 8" LF 1,603.000
666 6230 PAVEMENT SEALER 24" LF 693.000
666 6231 PAVEMENT SEALER (ARROW) EA 4.000
666 6306 RE PM W/RET REQ TY I (W)6"(BRK)(100MIL) LF 1,784.000
666 6309 RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) LF 3,727.000
666 6321 RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL) LF 4,587.000
666 6356 REFL PAV MRK TY II (R&W)6"(FIRE LANE) LF 159.000
672 6010 REFL PAV MRKR TY II-C-R EA 138.000
677 6001 ELIM EXT PAV MRK & MRKS (4") LF 2,471.000
677 6003 ELIM EXT PAV MRK & MRKS (8") LF 965.000
677 6007 ELIM EXT PAV MRK & MRKS (24") LF 415.000
678 6002 PAV SURF PREP FOR MRK (6") LF 10,257.000
678 6004 PAV SURF PREP FOR MRK (8") LF 1,603.000
678 6008 PAV SURF PREP FOR MRK (24") LF 693.000
678 6009 PAV SURF PREP FOR MRK (ARROW) EA 4.000
730 6107 FULL - WIDTH MOWING CYC 3.000
734 6002 LITTER REMOVAL CYC 3.000
752 6004 TREE TRIMMING / BRUSH REMOVAL(CHANNELS) AC 0.660
752 6015 TREE AND BRUSH REMOVAL AC 1.250
780 6002 CNC CRACK REPAIR (DISCRETE)(INJECT) LF 31.000
3077 6001 SP MIXES SP-B PG64-22 TON 2,710.000
3077 6013 SP MIXES SP-C SAC-B PG64-22 TON 1,060.000
3077 6075 TACK COAT GAL 387.000
5113 6001 WROUGHT IRON FENCE LF 48.000
6001 6002 PORTABLE CHANGEABLE MESSAGE SIGN EA 4.000
6185 6002 TMA (STATIONARY) DAY 74.000
6185 6005 TMA (MOBILE OPERATION) DAY 16.000
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 ______________________________________________