COUNTY: EL PASO HIGHWAY: FM 76 LENGTH: 0.45MI CONTROL NUMBER: 0674-02-011 DBE GOAL: 0.0 % PROJECT NUMBER: BR 2000(30) TYPE: REPLACE BRIDGES AND APPROACHES TIME FOR COMPLETION: WORKING DAYS BY CONTRACTOR **GUARANTY: 27,000.00 BIDS RECEIVED UNTIL: 1:00 PM JULY 11, 2017*EST.COST: 1,417,744.09 BIDS WILL BE OPENED: 1:00 PM JULY 11, 2017 MAIL OR DELIVER BIDS TO: FOR PS&E PROJECT QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONRICARDO ROMERO ATTN: CONSTRUCTION DIVISION - ROOM 1A.2 1430 JOE BATTLE BLVD 200 E RIVERSIDEEL PASO, TX 79927 AUSTIN TX 78704-1204915/849-5500 TO REQUEST A PROPOSAL CALL 512/416-2498 FOR ELECTRONIC BIDDING VISIT THE WEBSITE BELOW: http://www.txdot.gov/business/letting-bids/ebs.html LIMITS FROM: SH 20/FM 76 INTERSECTION LIMITS TO: 0.45 MI SOUTH ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 100 6002PREPARING ROWSTA 6.0001 104 6001REMOVING CONC (PAV)SY 356.0002 104 6009REMOVING CONC (RIPRAP)SY 57.0003 104 6015REMOVING CONC (SIDEWALKS)SY 61.0004 104 6022REMOVING CONC (CURB AND GUTTER)LF 119.0005 104 6025REMOVE CONC (WINGWALL)CY 2.0006 104 6031REMOVING CONC (HEADWALL)CY 2.0007 105 6015REMOVING STAB BASE & ASPH PAV (8"-10")SY 995.0008 110 6001EXCAVATION (ROADWAY)CY 2.0009 110 6002EXCAVATION (CHANNEL)CY 426.00010 132 6002EMBANKMENT (FINAL)(DENS CONT)(TY A)CY 443.00011 216 6001PROOF ROLLINGHR 6.00012 247 6388FL BS (CMP IN PLC)(TY A GR 5)(6")SY 1,073.00013 310 6005PRIME COAT (AE-P)GAL 221.00014 340 6047D-GR HMA(SQ) TY-C SAC-A PG70-22TON 214.00015 340 6106D-GR HMA(SQ) TY-D PG64-22TON 38.00016 354 6024PLANE ASPH CONC PAV(2" TO 4")SY 220.00017 360 6002CONC PVMT (CONT REINF - CRCP) (8")SY 155.00018 400 6005CEM STABIL BKFLCY 214.00019 402 6001TRENCH EXCAVATION PROTECTIONLF 80.00020 416 6003DRILL SHAFT (30 IN)LF 1,026.00021 420 6007CL A CONC (FLUME)CY 2.00022 420 6014CL C CONC (ABUT)(HPC)CY 54.00023 420 6043CL C CONC (FOOTING)CY 4.00024 420 6051CL C CONC (CULV)CY 28.00025 420 6054CL C CONC (HEADWALL)CY 4.00026 420 6057CL C CONC (WINGWALLS)CY 4.00027 422 6002REINF CONC SLAB (HPC)SF 6,646.00028 422 6014BRIDGE SIDEWALK (HPC)SF 2,700.00029 422 6016APPROACH SLAB (HPC)CY 168.00030 422 6023SHEAR KEYCY 66.00031 425 6006PRESTR CONC BOX BEAM (5B34)LF 1,296.00032 427 6002CONCRETE PAINT FINISHSF 2,465.00033 432 6001RIPRAP (CONC)(4 IN)CY 11.00034 432 6003RIPRAP (CONC)(6 IN)CY 6.00035 432 6022RIPRAP (STONE COMMON)(DRY)(6 IN)CY 58.00036 432 6026RIPRAP (STONE COMMON)(DRY)(18 IN)CY 292.00037 450 6004RAIL (TY T221)LF 386.00038 450 6048RAIL (HANDRAIL)(TY B)LF 40.00039 454 6001SEALED EXPANSION JOINT (4 IN) (SEJ - A)LF 184.00040 496 6008REMOV STR (BOX CULVERT)LF 37.00041 496 6009REMOV STR (BRIDGE 0 - 99 FT LENGTH)EA 2.00042 500 6001MOBILIZATIONLS 1.00043 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 6.00044 506 6042BIODEG EROSN CONT LOGS (INSTL) (18")LF 1,150.00045 506 6043BIODEG EROSN CONT LOGS (REMOVE)LF 1,150.00046 512 6017PORT CTB (DES SOURCE)(F-SHAPE)(TY 1)LF 60.00047 512 6041PORT CTB (STKPL)(F-SHAPE)(TY 1)LF 60.00048 529 6002CONC CURB (TY II)LF 176.00049 529 6008CONC CURB & GUTTER (TY II)LF 167.00050 530 6004DRIVEWAYS (CONC)SY 194.00051 531 6002CONC SIDEWALKS (5")SY 95.00052 531 6004CURB RAMPS (TY 1)EA 2.00053 531 6010CURB RAMPS (TY 7)EA 2.00054 531 6013CURB RAMPS (TY 10)EA 10.00055 644 6001IN SM RD SN SUP&AM TY10BWG(1)SA(P)EA 4.00056 644 6076REMOVE SM RD SN SUP&AMEA 6.00057 658 6053INSTL OM ASSM (OM-3L)(TWT)GNDEA 6.00058 658 6057INSTL OM ASSM (OM-3R)(TWT)GNDEA 6.00059 658 6060REMOVE DELIN & OBJECT MARKER ASSMSEA 9.00060 666 6170REFL PAV MRK TY II (W) 4" (SLD)LF 1,056.00061 666 6207REFL PAV MRK TY II (Y) 4" (SLD)LF 1,030.00062 666 6303RE PM W/RET REQ TY I (W)4"(SLD)(100MIL)LF 1,056.00063 666 6315RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL)LF 1,030.00064 672 6009REFL PAV MRKR TY II-A-AEA 28.00065 760 6001DITCH CLEANING AND RESHAPING (FOOT)LF 520.00066 60016002PORTABLE CHANGEABLE MESSAGE SIGNEA 3.00067 ROAD USER COST 800 6001NO. OF WORKING DAYS$/D 9,000.00068 ** THE NO. OF WORKING DAYS OF 95.000 WILL BE USED ONLY FOR BID COMPARISON AND AS A DEDUCTION OR AS A CREDIT IN ACCORDANCE WITH ITEM 8. THE ESTIMATED COST OF THIS CONTRACT DOES NOT INCLUDE THIS COST. * INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS: CONTRACTOR FORCE ACCOUNT WORK (PART) $55,000.00