COUNTY: HARRIS HIGHWAY: US 90 LENGTH: 1.2010MI CONTROL NUMBER: 0028-02-097, ETCDBE GOAL: 0.0 % PROJECT NUMBER: STP 2B24(429)MM, ETC TYPE: INTERCHANGE (NEW OR RECONSTRUCTED) TIME FOR COMPLETION: 686 WORKING DAYSGUARANTY: 100,000.00 BIDS RECEIVED UNTIL: 1:00 PM JUNE 05, 2024*EST.COST: 67,707,650.55 BIDS WILL BE OPENED: 1:00 PM JUNE 05, 2024 MAIL OR DELIVER BIDS TO: FOR PS&E PACKAGE QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONPHILLIP GARLIN ATTN: CONSTRUCTION DIVISION - RM M1C3.02 16803 EASTEX FREEWAY 6230 E. STASSNEY LANEHUMBLE, TX 77347 AUSTIN TX 78744-3147281/319-6451 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 ------------------------------------------------------------------------------ HARRIS0028-02-097AT GREENS BAYOU US 90STP 2B24(429)MM. LENGTH: 0.3730 MILES HARRIS0028-02-0740.22 MILES WEST OF PURPLE SAGE US 90C 28-2-740.61 MILES EAST OF PURPLE SAGE LENGTH: 0.8280 MILES ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 100 6002PREPARING ROWSTA 63.4201 104 6001REMOVING CONC (PAV)SY 1,890.0002 104 6009REMOVING CONC (RIPRAP)SY 9,264.0003 104 6021REMOVING CONC (CURB)LF 790.0004 104 6023REMOVING CONC (CTB)LF 11,424.0005 110 6001EXCAVATION (ROADWAY)CY 14,566.0006 110 6002EXCAVATION (CHANNEL)CY 35,737.0007 132 6001EMBANKMENT (FINAL)(ORD COMP)(TY A)CY 6,884.0008 132 6006EMBANKMENT (FINAL)(DENS CONT)(TY C)CY 208,233.0009 132 6035EMBANK(FINAL)(DC)(TY E)(CSBE)CY 21,234.00010 132 6036EMB(FNL)(DC)(TYE)(CSBE)(RWALL FND IMPRCY 23,556.00011 161 6017COMPOST MANUF TOPSOIL (4")SY 11,455.00012 162 6002BLOCK SODDINGSY 89,929.00013 162 6003STRAW OR HAY MULCHSY 86,850.00014 164 6009BROADCAST SEED (TEMP) (WARM)SY 86,850.00015 164 6025CELL FBR MLCH SEED(PERM)(URBAN)(SANDY)SY 8,788.00016 164 6051DRILL SEED (TEMP)(WARM OR COOL)SY 86,850.00017 166 6001FERTILIZERAC 24.12018 168 6001VEGETATIVE WATERINGMG 2,894.06019 260 6001LIME (HYDRATED LIME (DRY))TON 28.00020 260 6006LIME TRT (EXST MATL) (6")SY 75,864.00021 260 6012LIME(HYD,COM OR QK)(SLRY)OR QK(DRY)TON 1,126.00022 260 6079LIME TRT (SUBGRADE)(6")SY 1,725.00023 276 6224CEM TRT(PLNT MX) (CL N)(TY E)(GR 4)(6")SY 75,864.00024 292 6002ASPHALT STAB BASE (GR 2)(PG 64)TON 1,620.00025 305 6055SALV, HAUL & STKPL RCL APH PAV (4"-14")SY 2,162.00026 360 6006CONC PVMT (CONT REINF - CRCP) (12")SY 4,879.00027 360 6008CONC PVMT (CONT REINF - CRCP) (14")SY 78,455.00028 360 6028CONC PAV (JOINT REINF) (6")SY 1,446.00029 400 6001STRUCT EXCAVCY 23,556.00030 400 6005CEM STABIL BKFLCY 2,154.00031 400 6009CEMENT STAB BACKFILL (INLET OR MH)CY 669.00032 401 6001FLOWABLE BACKFILLCY 36.00033 402 6001TRENCH EXCAVATION PROTECTIONLF 3,821.00034 416 6001DRILL SHAFT (18 IN)LF 320.00035 416 6004DRILL SHAFT (36 IN)LF 2,044.00036 416 6005DRILL SHAFT (42 IN)LF 1,820.00037 416 6008DRILL SHAFT (60 IN)LF 1,710.00038 416 6012DRILL SHAFT (84 IN)LF 2,370.00039 416 6015DRILL SHAFT (NON - REINFORCED) (12 IN)LF 28.00040 416 6018DRILL SHAFT (SIGN MTS) (24 IN)LF 24.00041 416 6021DRILL SHAFT (SIGN MTS) (42 IN)LF 992.00042 416 6027DRILL SHAFT (HIGH MAST POLE) (66 IN)LF 280.00043 416 6032DRILL SHAFT (TRF SIG POLE) (36 IN)LF 45.00044 416 6034DRILL SHAFT (TRF SIG POLE) (48 IN)LF 44.00045 420 6011CL B CONC (FLUME)CY 20.00046 420 6013CL C CONC (ABUT)CY 331.00047 420 6029CL C CONC (CAP)CY 320.50048 420 6031CL C CONC (CAP)(MASS)CY 158.70049 420 6037CL C CONC (COLUMN)CY 746.60050 420 6068CL C CONC (SIGN COLUMN)CY 241.00051 420 6134CL C CONC (SIGN FOOTING)CY 90.00052 420 6182CL F CONC (CAP)(INVT)CY 307.40053 422 6001REINF CONC SLABSF 136,516.00054 423 6003RETAINING WALL (TEMP WALL)SF 1,260.00055 423 6008RETAINING WALL (CAST - IN - PLACE)SF 2,910.00056 423 6042RETAINING WALL (MSE) (VERTICAL SCHEME)SF 107,743.00057 425 6038PRESTR CONC GIRDER (TX46)LF 5,261.84058 425 6040PRESTR CONC GIRDER (TX62)LF 8,757.41059 432 6001RIPRAP (CONC)(4 IN)CY 435.00060 432 6002RIPRAP (CONC)(5 IN)CY 4,172.00061 432 6006RIPRAP (CONC)(CL B)CY 4.10062 432 6009RIPRAP (CONC) (CL B) (4")CY 36.00063 432 6031RIPRAP (STONE PROTECTION)(12 IN)CY 3,394.00064 432 6045RIPRAP (MOW STRIP)(4 IN)CY 331.00065 434 6008ELASTOMERIC BEARING (EE6)EA 15.00066 434 6016ELASTOMERIC BEARING (EF6)EA 15.00067 442 6001STR STEEL (PLATE GIRDER)LB 2,078,594.00068 450 6023RAIL (TY SSTR)LF 9,269.00069 450 6054RAIL (TY SSTR) (W/DRAIN SLOTS)LF 4,934.00070 454 6018SEALED EXPANSION JOINT (4 IN) (SEJ - M)LF 265.00071 454 6019SEALED EXPANSION JOINT (5 IN) (SEJ - M)LF 560.00072 462 6008CONC BOX CULV (5 FT X 4 FT)LF 76.00073 462 6030CONC BOX CULV (10 FT X 6 FT)LF 154.00074 464 6003RC PIPE (CL III)(18 IN)LF 24.00075 464 6005RC PIPE (CL III)(24 IN)LF 2,577.00076 464 6007RC PIPE (CL III)(30 IN)LF 420.00077 464 6008RC PIPE (CL III)(36 IN)LF 33.00078 464 6009RC PIPE (CL III)(42 IN)LF 16.00079 464 6011RC PIPE (CL III)(54 IN)LF 12.00080 464 6026RC PIPE (CL V)(24 IN)LF 758.00081 465 6005JCTBOX(COMPL)(PJB)(3FTX3FT)EA 10.00082 465 6006JCTBOX(COMPL)(PJB)(4FTX4FT)EA 3.00083 465 6010JCTBOX(COMPL)(PJB)(5FTX6FT)EA 1.00084 465 6013INLET (COMPL)(PCO)(3FT)(NONE)EA 4.00085 465 6172INLET (COMPL)(TY AZR2G)EA 31.00086 465 6174MANH (COMPL)(TY B)EA 1.00087 465 6177INLET (COMPL)(TY AZ2G)EA 2.00088 465 6557INLET (CURB)(SPL)EA 1.00089 466 6154WINGWALL (FW - 0) (HW=7 FT)EA 2.00090 467 6006SET (TY I) (24 IN) (4: 1) (C)EA 2.00091 467 6177SET (TY I)(S= 5 FT)(HW= 4 FT)(4:1) (C)EA 1.00092 467 6388SET (TY II) (24 IN) (RCP) (3: 1) (C)EA 28.00093 467 6394SET (TY II) (24 IN) (RCP) (6: 1) (C)EA 4.00094 467 6395SET (TY II) (24 IN) (RCP) (6: 1) (P)EA 1.00095 467 6417SET (TY II) (30 IN) (RCP) (3: 1) (C)EA 1.00096 467 6419SET (TY II) (30 IN) (RCP) (4: 1) (C)EA 1.00097 467 6422SET (TY II) (30 IN) (RCP) (6: 1) (C)EA 3.00098 467 6448SET (TY II) (36 IN) (RCP) (3: 1) (C)EA 2.00099 467 6461SET (TY II) (42 IN) (RCP) (3: 1) (C)EA 1.000100 467 6485SET (TY II) (54 IN) (RCP) (3: 1) (C)EA 1.000101 471 6007GRATE AND FRAME (BRIDGE DRAIN)EA 10.000102 481 6011PIPE (PVC) (SCH 40) (4 IN)LF 178.000103 481 6024PIPE (PVC) (SCH 80) (8 IN)LF 338.000104 496 6004REMOV STR (SET)EA 12.000105 496 6007REMOV STR (PIPE)LF 907.000106 500 6001MOBILIZATIONLS 1.000107 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 46.000108 506 6001ROCK FILTER DAMS (INSTALL) (TY 1)LF 30.000109 506 6002ROCK FILTER DAMS (INSTALL) (TY 2)LF 447.000110 506 6011ROCK FILTER DAMS (REMOVE)LF 477.000111 506 6020CONSTRUCTION EXITS (INSTALL) (TY 1)SY 10.000112 506 6024CONSTRUCTION EXITS (REMOVE)SY 10.000113 506 6038TEMP SEDMT CONT FENCE (INSTALL)LF 3,966.000114 506 6039TEMP SEDMT CONT FENCE (REMOVE)LF 3,966.000115 506 6041BIODEG EROSN CONT LOGS (INSTL) (12")LF 140.000116 506 6043BIODEG EROSN CONT LOGS (REMOVE)LF 140.000117 512 6013PORT CTB (DES SOURCE)(SGL SLP)(TY 1)LF 2,610.000118 512 6025PORT CTB (MOVE)(SGL SLP)(TY 1)LF 630.000119 512 6037PORT CTB (STKPL)(SGL SLP)(TY 1)LF 2,610.000120 514 6001PERM CTB (SGL SLOPE) (TY 1) (42 )LF 7,505.000121 529 6005CONC CURB (MONO) (TY II)LF 985.000122 529 6010CONC CURB (U-TURN)LF 1,434.000123 531 6003CONC SIDEWALKS (6")SY 494.000124 531 6004CURB RAMPS (TY 1)EA 4.000125 531 6010CURB RAMPS (TY 7)EA 4.000126 531 6016CURB RAMPS (TY 21)EA 1.000127 536 6002CONC MEDIANSY 2,725.000128 540 6001MTL W-BEAM GD FEN (TIM POST)LF 7,697.500129 540 6006MTL BEAM GD FEN TRANS (THRIE-BEAM)EA 2.000130 540 6016DOWNSTREAM ANCHOR TERMINAL SECTIONEA 15.000131 542 6001REMOVE METAL BEAM GUARD FENCELF 218.000132 544 6001GUARDRAIL END TREATMENT (INSTALL)EA 18.000133 544 6003GUARDRAIL END TREATMENT (REMOVE)EA 2.000134 545 6002CRASH CUSH ATTEN (DES SOURCE)EA 3.000135 545 6003CRASH CUSH ATTEN (MOVE & RESET)EA 1.000136 545 6005CRASH CUSH ATTEN (REMOVE)EA 6.000137 545 6007CRASH CUSH ATTEN (INSTL)(L)(N)(TL3)EA 4.000138 610 6105IN RD IL (U/P) (TY 1) (250W EQ) LEDEA 8.000139 610 6107IN RD IL (U/P) (TY 2) (250W EQ) LEDEA 8.000140 613 6008HI MST IL POLE (175 FT)(100 MPH)EA 7.000141 618 6046CONDT (PVC) (SCH 80) (2")LF 4,105.000142 618 6047CONDT (PVC) (SCH 80) (2") (BORE)LF 680.000143 618 6053CONDT (PVC) (SCH 80) (3")LF 870.000144 618 6054CONDT (PVC) (SCH 80) (3") (BORE)LF 700.000145 618 6062CONDT (RM) (3/4")LF 659.000146 620 6003ELEC CONDR (NO.12) BARELF 815.000147 620 6004ELEC CONDR (NO.12) INSULATEDLF 1,630.000148 620 6007ELEC CONDR (NO.8) BARELF 5,517.000149 620 6008ELEC CONDR (NO.8) INSULATEDLF 7,574.000150 620 6009ELEC CONDR (NO.6) BARELF 965.000151 620 6010ELEC CONDR (NO.6) INSULATEDLF 1,930.000152 620 6012ELEC CONDR (NO.4) INSULATEDLF 410.000153 621 6005TRAY CABLE (4 CONDR) (12 AWG)LF 2,165.000154 624 6009GROUND BOX TY D (162922)EA 2.000155 624 6010GROUND BOX TY D (162922)W/APRONEA 31.000156 628 6051ELC SRV TY A 240/480 060(SS)SS(E)GC(O)EA 2.000157 628 6145ELC SRV TY D 120/240 060(NS)SS(E)SP(O)EA 1.000158 636 6002ALUMINUM SIGNS (TY G)SF 268.500159 636 6003ALUMINUM SIGNS (TY O)SF 2,765.250160 644 6001IN SM RD SN SUP&AM TY10BWG(1)SA(P)EA 23.000161 644 6004IN SM RD SN SUP&AM TY10BWG(1)SA(T)EA 27.000162 644 6030IN SM RD SN SUP&AM TYS80(1)SA(T)EA 7.000163 644 6033IN SM RD SN SUP&AM TYS80(1)SA(U)EA 2.000164 644 6064IN BRIDGE MNT CLEARANCE SGN ASSM(TY N)EA 2.000165 644 6065IN BRIDGE MNT CLEARANCE SGN ASSM(TY S)EA 2.000166 644 6066IN SM RD SN SUP&AM (RAIL MOUNT)EA 4.000167 644 6067IN SM RD SN SUP&AM (INST SIGN ONLY)EA 2.000168 644 6068RELOCATE SM RD SN SUP&AM TY 10BWGEA 3.000169 644 6070RELOCATE SM RD SN SUP&AM TY S80EA 2.000170 644 6076REMOVE SM RD SN SUP&AMEA 22.000171 644 6078REMOVE SM RD SN SUP&AM (SIGN ONLY)EA 4.000172 647 6001INSTALL LRSS (STRUCT STEEL)LB 1,480.000173 647 6003REMOVE LRSAEA 1.000174 650 6031INS OH SN SUP(30 FT BAL TEE)(SPAN ONLY)EA 1.000175 650 6041INS OH SN SUP(35 FT CANT)(SPAN ONLY)EA 8.000176 650 6204REMOVE OVERHD SIGN SUPEA 3.000177 658 6013INSTL DEL ASSM (D-SW)SZ (BRF)CTBEA 331.000178 658 6027INSTL DEL ASSM (D-SY)SZ (BRF)CTB (BI)EA 206.000179 658 6047INSTL OM ASSM (OM-2Y)(WC)GNDEA 32.000180 662 6063WK ZN PAV MRK REMOV (W)4"(SLD)LF 2,265.000181 662 6076WK ZN PAV MRK REMOV (W)4"(BKN W/MRKR)LF 720.000182 662 6095WK ZN PAV MRK REMOV (Y)4"(SLD)LF 1,440.000183 668 6077PREFAB PAV MRK TY C (W) (ARROW)EA 20.000184 668 6078PREFAB PAV MRK TY C (W) (DBL ARROW)EA 4.000185 668 6085PREFAB PAV MRK TY C (W) (WORD)EA 12.000186 668 6092PREFAB PAV MRK TY C (W) (36")(YLD TRI)EA 23.000187 672 6010REFL PAV MRKR TY II-C-REA 1,900.000188 677 6001ELIM EXT PAV MRK & MRKS (4")LF 4,425.000189 677 6002ELIM EXT PAV MRK & MRKS (6")LF 47,584.000190 677 6003ELIM EXT PAV MRK & MRKS (8")LF 11,756.000191 677 6005ELIM EXT PAV MRK & MRKS (12")LF 20,833.000192 677 6008ELIM EXT PAV MRK & MRKS (ARROW)EA 21.000193 677 6012ELIM EXT PAV MRK & MRKS (WORD)EA 18.000194 677 6028ELIM EXT PV MRK & MRKS (RUMBLE STRIP)LF 4,821.000195 678 6002PAV SURF PREP FOR MRK (6")LF 115,665.000196 678 6004PAV SURF PREP FOR MRK (8")LF 9,715.000197 678 6006PAV SURF PREP FOR MRK (12")LF 4,865.000198 678 6008PAV SURF PREP FOR MRK (24")LF 740.000199 678 6009PAV SURF PREP FOR MRK (ARROW)EA 20.000200 678 6010PAV SURF PREP FOR MRK (DBL ARROW)EA 4.000201 678 6016PAV SURF PREP FOR MRK (WORD)EA 12.000202 678 6023PAV SURF PREP FOR MRK (36")(YLD TRI)EA 23.000203 680 6003INSTALL HWY TRF SIG (SYSTEM)EA 1.000204 682 6001VEH SIG SEC (12")LED(GRN)EA 14.000205 682 6002VEH SIG SEC (12")LED(GRN ARW)EA 2.000206 682 6003VEH SIG SEC (12")LED(YEL)EA 14.000207 682 6004VEH SIG SEC (12")LED(YEL ARW)EA 2.000208 682 6005VEH SIG SEC (12")LED(RED)EA 14.000209 682 6006VEH SIG SEC (12")LED(RED ARW)EA 4.000210 682 6018PED SIG SEC (LED)(COUNTDOWN)EA 14.000211 682 6049BACKPLATE W/REFL BRDR(4 SEC)EA 2.000212 682 6060BACKPLATE W/REFL BRDR(3 SEC)EA 14.000213 684 6007TRF SIG CBL (TY A)(12 AWG)(2 CONDR)LF 4,020.000214 684 6009TRF SIG CBL (TY A)(12 AWG)(4 CONDR)LF 4,330.000215 684 6012TRF SIG CBL (TY A)(12 AWG)(7 CONDR)LF 3,230.000216 686 6043INS TRF SIG PL AM(S)1 ARM(40')LUMEA 2.000217 686 6047INS TRF SIG PL AM(S)1 ARM(44')LUMEA 1.000218 686 6055INS TRF SIG PL AM(S)1 ARM(50')LUMEA 1.000219 686 6195INS TRF SIG PL AM(S)2 ARM(50-44')LUMEA 1.000220 687 6001PED POLE ASSEMBLYEA 13.000221 688 6001PED DETECT PUSH BUTTON (APS)EA 13.000222 688 6003PED DETECTOR CONTROLLER UNITEA 1.000223 740 6004ANTI - GRAFFITI COATING(PERMNENT-TY II)SF 107,743.000224 760 6001DITCH CLEANING AND RESHAPING (FOOT)LF 136.000225 30216001WIDE FLANGE PAVEMENT TERMINALSLF 504.000226 30766041D-GR HMA TY-D SAC-A PG70-22TON 6,259.000227 40216001TIP TESTING(DRILL SHAFT)EA 6.000228 40756001WICK DRAINSLF 171,240.000229 60016001PORTABLE CHANGEABLE MESSAGE SIGNDAY 56.000230 60046031ITS COM CBL (ETHERNET)LF 200.000231 60386004MULTIPOLYMER PAV MRK (W)(6")(SLD)LF 33,400.000232 60386005MULTIPOLYMER PAV MRK (W)(6")(BRK)LF 20,660.000233 60386006MULTIPOLYMER PAV MRK (W)(6")(DOT)LF 790.000234 60386007MULTIPOLYMER PAV MRK (W)(8")(SLD)LF 9,715.000235 60386011MULTIPOLYMER PAV MRK (W)(12")(SLD)LF 3,265.000236 60386012MULTIPOLYMER PAV MRK (W)(12")(LNDP)LF 1,600.000237 60386013MULTIPOLYMER PAV MRK (W)(24")(SLD)LF 740.000238 60386017MULTIPOLYMER PAV MRK (Y)(6")(SLD)LF 40,155.000239 60386024MULTIPOLYMER PAV MRK (BLK)(6")(BRK)LF 20,660.000240 60586001BBU SYSTEM (EXTERNAL BATT CABINET)EA 1.000241 61566002LED HI MST IL ASM (6 FIXT)(ASYM)(TY A)EA 5.000242 61566003LED HI MST IL ASM (6 FIXT) (ASYM)(TY B)EA 2.000243 61856003TMA (MOBILE OPERATION)HR 48.000244 62926004RVDS(PRESENCE DET ONLY)(INSTALL ONLY)EA 6.000245 62926005RVDS(ADVANCE DET ONLY)(INSTALL ONLY)EA 4.000246 * INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS: CONTRACTOR FORCE ACCOUNT WORK $346,849.00 MATERIAL FURNISHED BY THE STATE $81,500.00 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 ______________________________________________