COUNTY: POTTER HIGHWAY: SL 395 LENGTH: 0.6070MI CONTROL NUMBER: 0042-11-006 DBE GOAL: 0.0 % PROJECT NUMBER: STP 2023(467)TAPS TYPE: PEDESTRIAN, SIDEWALKS & CURB RAMPS TIME FOR COMPLETION: 152 WORKING DAYSGUARANTY: 100,000.00 BIDS RECEIVED UNTIL: 1:00 PM JUNE 05, 2024*EST.COST: 6,223,591.95 BIDS WILL BE OPENED: 1:00 PM JUNE 05, 2024 MAIL OR DELIVER BIDS TO: FOR PS&E PACKAGE QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONKIT BLACK ATTN: CONSTRUCTION DIVISION - RM M1C3.02 5715 CANYON DR 6230 E. STASSNEY LANEAMARILLO, TX 79114 AUSTIN TX 78744-3147806/356-3383 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: GARFIELD ST LIMITS TO: ROSS ST ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 100 6013PREP ROW (TREE) (2" TO 12" DIA)EA 5.0001 104 6011REMOVING CONC (MEDIANS)SY 35.0002 104 6017REMOVING CONC (DRIVEWAYS)SY 2,659.0003 104 6022REMOVING CONC (CURB AND GUTTER)LF 4,332.0004 104 6028REMOVING CONC (MISC)SY 32.0005 104 6036REMOVING CONC (SIDEWALK OR RAMP)SY 2,751.0006 105 6019REMOVING STAB BASE & ASPH PAV(14")SY 11,992.0007 105 6035REMOVING STAB BASE & ASPH PAV (0-2")SY 14,164.0008 170 6001IRRIGATION SYSTEMLS 1.0009 192 6004PLANT MATERIAL (5-GAL)EA 92.00010 192 6016PLANT BED PREPARATIONSY 50.00011 192 6017VEGETATION BARRIERSY 461.00012 192 6026PLANT MATERIAL (65 GAL) (TREE)EA 35.00013 192 6063PLANT BED PREP (TYPE I)SY 461.00014 192 6088PLANT SOIL MIX (TY 1)CY 307.00015 247 6238FL BS (CMP IN PLC)(TY A GR 4)(12")SY 9,494.00016 260 6002LIME (HYDRATED LIME (SLURRY))TON 107.00017 260 6027LIME TRT (EXST MATL)(8")SY 9,846.00018 310 6009PRIME COAT (MC-30)GAL 2,462.00019 351 6002FLEXIBLE PAVEMENT STRUCTURE REPAIR(6")SY 1,417.00020 402 6001TRENCH EXCAVATION PROTECTIONLF 135.00021 416 6029DRILL SHAFT (RDWY ILL POLE) (30 IN)LF 568.00022 432 6047RIPRAP (MOW STRIP)(6 IN)CY 30.50023 464 6018RC PIPE (CL IV)(24 IN)LF 61.00024 465 6005JCTBOX(COMPL)(PJB)(3FTX3FT)EA 2.00025 465 6006JCTBOX(COMPL)(PJB)(4FTX4FT)EA 3.00026 465 6007JCTBOX(COMPL)(PJB)(3FTX5FT)EA 1.00027 465 6009JCTBOX(COMPL)(PJB)(5FTX5FT)EA 1.00028 465 6020INLET (COMPL)(PCO)(4FT)(BOTH)EA 7.00029 479 6010ADJUSTING MANHOLES (ELECTRIC BOX)EA 5.00030 496 6002REMOV STR (INLET)EA 7.00031 496 6030REMOVE STR (BOLLARD)EA 5.00032 500 6001MOBILIZATIONLS 1.00033 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 9.00034 506 6042BIODEG EROSN CONT LOGS (INSTL) (18")LF 1,260.00035 506 6043BIODEG EROSN CONT LOGS (REMOVE)LF 1,260.00036 528 6004LANDSCAPE PAVERSSY 1,891.00037 528 6011LANDSCAPE PAVERS (TYPE I)SY 6.00038 529 6008CONC CURB & GUTTER (TY II)LF 3,119.00039 529 6012CONC CURB (SLOTTED)LF 751.00040 529 6030CONC CURB & GUTTER (VALLEY GUTTER)LF 312.00041 529 6036CONCRETE CURB (SPECIAL)LF 564.00042 530 6004DRIVEWAYS (CONC)SY 2,651.00043 531 6001CONC SIDEWALKS (4")SY 1,311.00044 531 6003CONC SIDEWALKS (6")SY 2,215.00045 531 6008CURB RAMPS (TY 5)EA 2.00046 531 6010CURB RAMPS (TY 7)EA 33.00047 531 6013CURB RAMPS (TY 10)EA 1.00048 610 6007REMOVE RD IL ASM (SHOE-BASE)EA 36.00049 610 6208IN RD IL (TY SA) 40S-10 (250W EQ) LEDEA 18.00050 618 6023CONDT (PVC) (SCH 40) (2")LF 4,410.00051 618 6024CONDT (PVC) (SCH 40) (2") (BORE)LF 2,750.00052 618 6029CONDT (PVC) (SCH 40) (3")LF 215.00053 618 6070CONDT (RM) (2")LF 15.00054 620 6009ELEC CONDR (NO.6) BARELF 7,260.00055 620 6010ELEC CONDR (NO.6) INSULATEDLF 15,660.00056 624 6002GROUND BOX TY A (122311)W/APRONEA 4.00057 628 6044ELC SRV TY A 240/480 060(NS)SS(E)PS(U)EA 1.00058 644 6001IN SM RD SN SUP&AM TY10BWG(1)SA(P)EA 1.00059 644 6068RELOCATE SM RD SN SUP&AM TY 10BWGEA 20.00060 666 6036REFL PAV MRK TY I (W)8"(SLD)(100MIL)LF 312.00061 666 6225PAVEMENT SEALER 6"LF 7,959.00062 666 6226PAVEMENT SEALER 8"LF 312.00063 666 6230PAVEMENT SEALER 24"LF 1,781.00064 666 6306RE PM W/RET REQ TY I (W)6"(BRK)(100MIL)LF 1,321.00065 666 6318RE PM W/RET REQ TY I (Y)6"(BRK)(100MIL)LF 1,142.00066 666 6321RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL)LF 5,496.00067 668 6018PREFAB PAV MRK TY B (W)(24")(SLD)LF 1,781.00068 668 6019PREFAB PAV MRK TY B (W)(ARROW)EA 20.00069 668 6115PREFAB PAV MRK TY C (MULTI) (SHIELD)EA 6.00070 680 6004REMOVING TRAFFIC SIGNALSEA 2.00071 680 6011INSTALL HWY TRF SIG (UPGRADE)EA 2.00072 682 6018PED SIG SEC (LED)(COUNTDOWN)EA 16.00073 684 6031TRF SIG CBL (TY A)(14 AWG)(5 CONDR)LF 140.00074 684 6036TRF SIG CBL (TY A)(14 AWG)(10 CONDR)LF 1,360.00075 684 6079TRF SIG CBL (TY C)(12 AWG)(2 CONDR)LF 2,340.00076 687 6001PED POLE ASSEMBLYEA 10.00077 688 6001PED DETECT PUSH BUTTON (APS)EA 16.00078 688 6003PED DETECTOR CONTROLLER UNITEA 2.00079 10026002LANDSCAPE AMENITY (TY 1)EA 12.00080 10026003LANDSCAPE AMENITY (TY 2)EA 10.00081 10026004LANDSCAPE AMENITY (TY 3)EA 6.00082 10046001TREE PROTECTIONEA 105.00083 10056001LOOSE AGGR FOR GROUNDCOVER (TYPE I)CY 65.00084 30766001D-GR HMA TY-B PG64-22TON 1,394.00085 30766044D-GR HMA TY-D PG70-28TON 2,548.00086 30766066TACK COATGAL 3,240.00087 60276003CONDUIT (PREPARE)LF 825.00088 60276008GROUND BOX (PREPARE)EA 10.00089 61856002TMA (STATIONARY)DAY 260.00090 61856003TMA (MOBILE OPERATION)HR 2,080.00091 63706001INSTALL DECORATIVE LIGHTING ASSEMBLYEA 53.00092 * INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS: CONTRACTOR FORCE ACCOUNT WORK (PARTICIPATING) $13,500.00 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 ______________________________________________