COUNTY: DALLAS HIGHWAY: IH 635 LENGTH: 0.2460MI CONTROL NUMBER: 2374-07-074 DBE GOAL: 5.5 % PROJECT NUMBER: STP 2024(787)MM TYPE: INTERSECTION & OPERATIONAL IMPRV TIME FOR COMPLETION: 218 WORKING DAYSGUARANTY: 100,000.00 BIDS RECEIVED UNTIL: 1:00 PM MARCH 06, 2024*EST.COST: 7,255,093.24 BIDS WILL BE OPENED: 1:00 PM MARCH 06, 2024 MAIL OR DELIVER BIDS TO: FOR PS&E PROJECT QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONNATHAN PETTER ATTN: CONSTRUCTION DIVISION - M1C3.02 4777 EAST HIGHWAY 80 6230 E. STASSNEY LANEMESQUITE, TX 75150 AUSTIN TX 78744-3147214/320-6243 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: AT BELT LINE RD LIMITS TO: . ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 100 6002PREPARING ROWSTA 13.0001 104 6001REMOVING CONC (PAV)SY 107.0002 104 6009REMOVING CONC (RIPRAP)SY 21.0003 104 6011REMOVING CONC (MEDIANS)SY 945.0004 104 6015REMOVING CONC (SIDEWALKS)SY 517.0005 104 6021REMOVING CONC (CURB)LF 785.0006 104 6023REMOVING CONC (CTB)LF 598.0007 104 6036REMOVING CONC (SIDEWALK OR RAMP)SY 264.0008 105 6051REMOVING STAB BASE AND ASPH PAV(7"-10")SY 469.0009 110 6001EXCAVATION (ROADWAY)CY 2,270.00010 132 6026EMBANKMENT (FINAL) (DENS CONT) (TY C2)CY 3,870.00011 161 6017COMPOST MANUF TOPSOIL (4")SY 9,375.00012 162 6002BLOCK SODDINGSY 9,375.00013 164 6051DRILL SEED (TEMP)(WARM OR COOL)SY 9,375.00014 168 6001VEGETATIVE WATERINGMG 2,794.00015 247 6230FL BS (CMP IN PLACE)(TY A GR 1-2)(8")SY 942.00016 260 6002LIME (HYDRATED LIME (SLURRY))TON 4.60017 260 6009LIME TRT (EXST MATL)(10")SY 157.00018 310 6027PRIME COAT(MC-30 OR AE-P)GAL 189.00019 360 6005CONC PVMT (CONT REINF - CRCP) (11")SY 383.00020 360 6020CONC PVMT (JOINTED - CPCD) (10")SY 962.00021 400 6005CEM STABIL BKFLCY 210.00022 401 6001FLOWABLE BACKFILLCY 12.00023 416 6001DRILL SHAFT (18 IN)LF 160.00024 416 6002DRILL SHAFT (24 IN)LF 6.00025 416 6004DRILL SHAFT (36 IN)LF 570.00026 416 6029DRILL SHAFT (RDWY ILL POLE) (30 IN)LF 224.00027 416 6034DRILL SHAFT (TRF SIG POLE) (48 IN)LF 44.00028 420 6014CL C CONC (ABUT)(HPC)CY 57.60029 420 6030CL C CONC (CAP)(HPC)CY 57.50030 420 6038CL C CONC (COLUMN)(HPC)CY 66.90031 420 6066CL C CONC (RAIL FOUNDATION)CY 40.00032 422 6002REINF CONC SLAB (HPC)SF 12,404.00033 422 6016APPROACH SLAB (HPC)CY 50.00034 422 6048BRIDGE SIDEWALK (LIGHTWEIGHT)SF 5,805.00035 422 6049BRIDGE MEDIAN (LIGHTWEIGHT)SF 2,233.00036 425 6039PRESTR CONC GIRDER (TX54)LF 1,762.81037 429 6001CONC STR REPAIR(CLEAN & COAT WTH EPOXY)SF 40.00038 429 6005CONC STR REPAIR(DECK REP (FULL DEPTH))SF 10.00039 429 6007CONC STR REPAIR (VERTICAL & OVERHEAD)SF 271.00040 432 6001RIPRAP (CONC)(4 IN)CY 58.80041 438 6004CLEANING AND SEALING EXIST JOINTS(CL7)LF 655.00042 442 6007STR STEEL (MISC NON - BRIDGE)LB 302.00043 450 6024RAIL (TY SSTR)(HPC)LF 1,220.00044 451 6032RETROFIT RAIL (TY C221)(HPC)LF 957.00045 454 6018SEALED EXPANSION JOINT (4 IN) (SEJ - M)LF 83.00046 479 6006ADJUSTING INLET (CAP)EA 4.00047 500 6001MOBILIZATIONLS 1.00048 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 11.00049 506 6020CONSTRUCTION EXITS (INSTALL) (TY 1)SY 102.00050 506 6024CONSTRUCTION EXITS (REMOVE)SY 102.00051 506 6038TEMP SEDMT CONT FENCE (INSTALL)LF 2,055.00052 506 6039TEMP SEDMT CONT FENCE (REMOVE)LF 2,055.00053 506 6041BIODEG EROSN CONT LOGS (INSTL) (12")LF 704.00054 506 6043BIODEG EROSN CONT LOGS (REMOVE)LF 704.00055 512 6005PORT CTB (FUR & INST)(F-SHAPE)(TY 1)LF 2,593.00056 512 6009PORT CTB (FUR & INST)(LOW PROF)(TY 1)LF 1,296.00057 512 6010PORT CTB (FUR & INST)(LOW PROF)(TY 2)LF 40.00058 512 6053PORT CTB (REMOVE)(F-SHAPE)(TY 1)LF 2,593.00059 512 6057PORT CTB (REMOVE)(LOW PROF)(TY 1)LF 1,296.00060 512 6058PORT CTB (REMOVE)(LOW PROF)(TY 2)LF 40.00061 514 6013PERM CTB (F-SHAPE) (TY 1)LF 720.00062 529 6002CONC CURB (TY II)LF 958.00063 529 6036CONCRETE CURB (SPECIAL)LF 41.00064 531 6002CONC SIDEWALKS (5")SY 217.00065 531 6008CURB RAMPS (TY 5)EA 1.00066 531 6010CURB RAMPS (TY 7)EA 1.00067 531 6016CURB RAMPS (TY 21)EA 1.00068 531 6017CURB RAMPS (TY 22)EA 2.00069 536 6002CONC MEDIANSY 67.00070 540 6002MTL W-BEAM GD FEN (STEEL POST)LF 224.00071 540 6006MTL BEAM GD FEN TRANS (THRIE-BEAM)EA 4.00072 540 6016DOWNSTREAM ANCHOR TERMINAL SECTIONEA 2.00073 542 6001REMOVE METAL BEAM GUARD FENCELF 210.00074 544 6001GUARDRAIL END TREATMENT (INSTALL)EA 1.00075 544 6003GUARDRAIL END TREATMENT (REMOVE)EA 3.00076 545 6005CRASH CUSH ATTEN (REMOVE)EA 5.00077 545 6013CRASH CUSH ATTEN (INSTL)(R)(N)(TL3)EA 4.00078 545 6019CRASH CUSH ATTEN (INSTL)(S)(N)(TL3)EA 5.00079 610 6002RELOCATE RD IL ASM (SHOE-BASE)EA 1.00080 610 6104IN RD IL (U/P) (TY 1) (150W EQ) LEDEA 12.00081 610 6214IN RD IL (TY SA) 40T-8 (250W EQ) LEDEA 26.00082 610 6286IN RD IL (TY SA) 50T-8 (400W EQ) LEDEA 2.00083 618 6016CONDT (PVC) (SCH 40) (1")LF 132.00084 618 6023CONDT (PVC) (SCH 40) (2")LF 10,825.00085 618 6024CONDT (PVC) (SCH 40) (2") (BORE)LF 1,609.00086 618 6029CONDT (PVC) (SCH 40) (3")LF 261.00087 618 6030CONDT (PVC) (SCH 40) (3") (BORE)LF 539.00088 618 6033CONDT (PVC) (SCH 40) (4")LF 173.00089 618 6034CONDT (PVC) (SCH 40) (4") (BORE)LF 423.00090 618 6046CONDT (PVC) (SCH 80) (2")LF 354.00091 618 6064CONDT (RM) (1")LF 1,020.00092 618 6078CONDT (RM) (4")LF 10.00093 620 6003ELEC CONDR (NO.12) BARELF 417.00094 620 6004ELEC CONDR (NO.12) INSULATEDLF 994.00095 620 6007ELEC CONDR (NO.8) BARELF 13,212.00096 620 6008ELEC CONDR (NO.8) INSULATEDLF 28,212.00097 620 6009ELEC CONDR (NO.6) BARELF 1,289.00098 620 6010ELEC CONDR (NO.6) INSULATEDLF 1,062.00099 621 6002TRAY CABLE (3 CONDR) (12 AWG)LF 57.000100 624 6002GROUND BOX TY A (122311)W/APRONEA 23.000101 624 6008GROUND BOX TY C (162911)W/APRONEA 7.000102 628 6042ELC SRV TY A 240/480 060(NS)SS(E)GC(U)EA 2.000103 644 6001IN SM RD SN SUP&AM TY10BWG(1)SA(P)EA 5.000104 644 6004IN SM RD SN SUP&AM TY10BWG(1)SA(T)EA 8.000105 644 6033IN SM RD SN SUP&AM TYS80(1)SA(U)EA 1.000106 644 6036IN SM RD SN SUP&AM TYS80(1)SA(U-BM)EA 1.000107 644 6070RELOCATE SM RD SN SUP&AM TY S80EA 1.000108 658 6061INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2EA 4.000109 662 6071WK ZN PAV MRK REMOV (W)8"(SLD)LF 1,090.000110 662 6075WK ZN PAV MRK REMOV (W)24"(SLD)LF 46.000111 662 6080WK ZN PAV MRK REMOV (W)(ARROW)EA 8.000112 662 6088WK ZN PAV MRK REMOV (W)(TPL ARROW)EA 2.000113 662 6090WK ZN PAV MRK REMOV (W)(WORD)EA 2.000114 662 6098WK ZN PAV MRK REMOV (Y)6"(SLD)LF 1,531.000115 662 6109WK ZN PAV MRK SHT TERM (TAB)TY WEA 9.000116 662 6110WK ZN PAV MRK SHT TERM (TAB)TY YEA 14.000117 666 6030REFL PAV MRK TY I (W)8"(DOT)(100MIL)LF 87.000118 666 6036REFL PAV MRK TY I (W)8"(SLD)(100MIL)LF 4,123.000119 666 6048REFL PAV MRK TY I (W)24"(SLD)(100MIL)LF 444.000120 666 6054REFL PAV MRK TY I (W)(ARROW)(100MIL)EA 30.000121 666 6063REFL PAV MRK TY I(W)(UTURN ARW)(100MIL)EA 2.000122 666 6078REFL PAV MRK TY I (W)(WORD)(100MIL)EA 28.000123 666 6225PAVEMENT SEALER 6"LF 5,125.000124 666 6226PAVEMENT SEALER 8"LF 3,480.000125 666 6230PAVEMENT SEALER 24"LF 451.000126 666 6231PAVEMENT SEALER (ARROW)EA 28.000127 666 6232PAVEMENT SEALER (WORD)EA 24.000128 666 6236PAVEMENT SEALER (UTURN ARROW)EA 2.000129 666 6306RE PM W/RET REQ TY I (W)6"(BRK)(100MIL)LF 1,565.000130 666 6309RE PM W/RET REQ TY I (W)6"(SLD)(100MIL)LF 2,852.000131 666 6321RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL)LF 2,490.000132 672 6007REFL PAV MRKR TY I-CEA 187.000133 677 6001ELIM EXT PAV MRK & MRKS (4")LF 2,104.000134 677 6003ELIM EXT PAV MRK & MRKS (8")LF 900.000135 677 6005ELIM EXT PAV MRK & MRKS (12")LF 256.000136 677 6007ELIM EXT PAV MRK & MRKS (24")LF 69.000137 677 6008ELIM EXT PAV MRK & MRKS (ARROW)EA 2.000138 677 6010ELIM EXT PAV MRK & MRKS (TPL ARROW)EA 2.000139 677 6012ELIM EXT PAV MRK & MRKS (WORD)EA 2.000140 678 6002PAV SURF PREP FOR MRK (6")LF 4,328.000141 678 6004PAV SURF PREP FOR MRK (8")LF 3,073.000142 678 6008PAV SURF PREP FOR MRK (24")LF 140.000143 678 6009PAV SURF PREP FOR MRK (ARROW)EA 20.000144 678 6016PAV SURF PREP FOR MRK (WORD)EA 20.000145 680 6004REMOVING TRAFFIC SIGNALSEA 1.000146 680 6011INSTALL HWY TRF SIG (UPGRADE)EA 1.000147 682 6001VEH SIG SEC (12")LED(GRN)EA 7.000148 682 6002VEH SIG SEC (12")LED(GRN ARW)EA 2.000149 682 6003VEH SIG SEC (12")LED(YEL)EA 7.000150 682 6004VEH SIG SEC (12")LED(YEL ARW)EA 4.000151 682 6005VEH SIG SEC (12")LED(RED)EA 7.000152 682 6006VEH SIG SEC (12")LED(RED ARW)EA 4.000153 682 6018PED SIG SEC (LED)(COUNTDOWN)EA 9.000154 682 6054BACKPLATE W/REF BRDR(3 SEC)(VENT)ALUMEA 7.000155 682 6056BACKPLATE W/REF BRDR(5 SEC)(VENT)ALUMEA 2.000156 684 6007TRF SIG CBL (TY A)(12 AWG)(2 CONDR)LF 5,301.000157 684 6031TRF SIG CBL (TY A)(14 AWG)(5 CONDR)LF 3,650.000158 684 6033TRF SIG CBL (TY A)(14 AWG)(7 CONDR)LF 145.000159 684 6036TRF SIG CBL (TY A)(14 AWG)(10 CONDR)LF 988.000160 684 6046TRF SIG CBL (TY A)(14 AWG)(20 CONDR)LF 2,478.000161 686 6059INS TRF SIG PL AM(S)1 ARM(55')LUMEA 2.000162 687 6001PED POLE ASSEMBLYEA 7.000163 688 6001PED DETECT PUSH BUTTON (APS)EA 9.000164 730 6107FULL - WIDTH MOWINGCYC 3.000165 734 6002LITTER REMOVALCYC 3.000166 780 6001CNC CRACK REPAIR (DISCRETE)(GRAVITY)LF 714.000167 780 6002CNC CRACK REPAIR (DISCRETE)(INJECT)LF 143.000168 785 6010BRIDGE JOINT REPLACEMENT (ARMOR)LF 90.000169 785 6011BRIDGE JOINT REPLACEMENT (SEJ)LF 260.000170 30776001SP MIXES SP-B PG64-22TON 886.300171 30776021SP MIXES SP-C PG70-22TON 144.000172 30776075TACK COATGAL 229.000173 40026001REPLACE ELASTOMERIC BEARING PADSEA 25.000174 41066001POLYESTER POLYMER CONC OVERLAY (3/4")SY 5,805.000175 42126001SPECIAL SURFACE FILLERGAL 12.000176 42136001SPECIAL PROTECTIOVE COATSY 99.000177 60016002PORTABLE CHANGEABLE MESSAGE SIGNEA 4.000178 60276003CONDUIT (PREPARE)LF 955.000179 60276008GROUND BOX (PREPARE)EA 7.000180 61856002TMA (STATIONARY)DAY 48.000181 61856005TMA (MOBILE OPERATION)DAY 48.000182 63066002VIVDS CAM ASSY FXD LNSEA 4.000183 63066007VIVDS CABLINGLF 2,723.000184 * INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS: CONTRACTOR FORCE ACCOUNT WORK (PARTICIPATING) $265,000.00