COUNTY: COLORADO HIGHWAY: BS 71-F LENGTH: 0.6750MI CONTROL NUMBER: 0266-08-011 DBE GOAL: 2.5 % PROJECT NUMBER: BR 1702(488) TYPE: CONSTRUCT NEW BRIDGE AND APPROACHES TIME FOR COMPLETION: 375 WORKING DAYSGUARANTY: 100,000.00 BIDS RECEIVED UNTIL: 1:00 PM JULY 12, 2017*EST.COST: 9,391,297.80 BIDS WILL BE OPENED: 1:00 PM JULY 12, 2017 MAIL OR DELIVER BIDS TO: FOR PS&E PROJECT QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONRYAN SIMPER ATTN: CONSTRUCTION DIVISION - ROOM 1A.2 1512 FM 102 200 E RIVERSIDEWHARTON, TX 77488 AUSTIN TX 78704-1204979/532-3141 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: AT COLORADO RIVER LIMITS TO: STR# 0266-08-043 ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 100 6002PREPARING ROWSTA 23.1801 104 6001REMOVING CONC (PAV)SY 155.0002 105 6019REMOVING STAB BASE & ASPH PAV(14")SY 10,698.0003 110 6001EXCAVATION (ROADWAY)CY 21,536.0004 132 6006EMBANKMENT (FINAL)(DENS CONT)(TY C)CY 9,709.0005 150 6002BLADINGHR 25.0006 160 6003FURNISHING AND PLACING TOPSOIL (4")SY 14,383.0007 164 6021CELL FBR MLCH SEED(PERM)(RURAL)(SANDY)SY 26,827.0008 164 6029CELL FBR MLCH SEED(TEMP)(WARM)SY 6,708.0009 164 6031CELL FBR MLCH SEED(TEMP)(COOL)SY 6,708.00010 168 6001VEGETATIVE WATERINGMG 338.00011 247 6057FL BS (CMP IN PLC)(TYE GR1-2)(FNAL POS)CY 4,511.00012 260 6006LIME TRT (EXST MATL) (6")SY 14,552.00013 260 6012LIME(HYD,COM OR QK)(SLRY)OR QK(DRY)TON 91.00014 310 6009PRIME COAT (MC-30)GAL 3,114.00015 316 6224AGGR(TY-PB GR-4 SAC-B)CY 124.00016 316 6400ASPH (AC-15P OR AC-10-2TR OR CRS-2P)GAL 5,292.00017 341 6043D-GR HMA TY-D PG70-22TON 4,334.00018 354 6045PLANE ASPH CONC PAV (2")SY 6,117.00019 360 6047CONC PVMT (CONT REINF - CRCP) (6")SY 89.00020 400 6005CEM STABIL BKFLCY 203.00021 402 6001TRENCH EXCAVATION PROTECTIONLF 802.00022 403 6001TEMPORARY SPL SHORINGSF 50.00023 405 6003FOUNDATON LOADTEST(D4945)(DRILLD SHAFT)EA 6.00024 416 6004DRILL SHAFT (36 IN)LF 1,626.00025 416 6006DRILL SHAFT (48 IN)LF 516.00026 416 6008DRILL SHAFT (60 IN)LF 692.00027 420 6013CL C CONC (ABUT)CY 66.00028 420 6029CL C CONC (CAP)CY 264.20029 420 6037CL C CONC (COLUMN)CY 159.60030 420 6066CL C CONC (RAIL FOUNDATION)CY 74.00031 420 6074CL C CONC (MISC)CY 9.00032 422 6001REINF CONC SLABSF 55,147.00033 423 6001RETAINING WALL (MSE)SF 2,250.00034 423 6008RETAINING WALL (CAST - IN - PLACE)SF 523.00035 425 6038PRESTR CONC GIRDER (TX46)LF 2,160.00036 432 6002RIPRAP (CONC)(5 IN)CY 115.00037 432 6031RIPRAP (STONE PROTECTION)(12 IN)CY 104.00038 432 6035RIPRAP (STONE PROTECTION)(24 IN)CY 27.00039 432 6045RIPRAP (MOW STRIP)(4 IN)CY 17.00040 434 6028ELASTOMERIC BEARING (E9)EA 6.00041 434 6037ELASTOMERIC BEARING (F9)EA 6.00042 434 6044SLIDING ELASTOMERIC BEARING (ES 7)EA 12.00043 442 6001STR STEEL (PLATE GIRDER)LB 2,070,000.00044 442 6007STR STEEL (MISC NON - BRIDGE)LB 385.00045 450 6006RAIL (TY T223)LF 1,062.50046 450 6023RAIL (TY SSTR)LF 1,555.50047 450 6032RAIL (TY C223)LF 1,292.50048 450 6051RAIL (HANDRAIL)(TY E)LF 155.00049 454 6001SEALED EXPANSION JOINT (4 IN) (SEJ - A)LF 135.00050 454 6002SEALED EXPANSION JOINT (5 IN) (SEJ - A)LF 90.00051 464 6003RC PIPE (CL III)(18 IN)LF 38.00052 464 6005RC PIPE (CL III)(24 IN)LF 1,121.00053 464 6017RC PIPE (CL IV)(18 IN)LF 109.00054 464 6018RC PIPE (CL IV)(24 IN)LF 45.00055 465 6002MANH (COMPL)(PRM)(48IN)EA 1.00056 465 6005JCTBOX(COMPL)(PJB)(3FTX3FT)EA 7.00057 465 6014INLET (COMPL)(PCO)(3FT)(LEFT)EA 1.00058 465 6051INLET (COMPL)(POD)(SFG)(3FTX3FT)EA 4.00059 465 6158INLET(COMPL)(PAZD)(FG)(3FTX3FT-3FTX3FT)EA 3.00060 467 6363SET (TY II) (18 IN) (RCP) (6: 1) (P)EA 8.00061 467 6388SET (TY II) (24 IN) (RCP) (3: 1) (C)EA 2.00062 467 6390SET (TY II) (24 IN) (RCP) (4: 1) (C)EA 3.00063 467 6395SET (TY II) (24 IN) (RCP) (6: 1) (P)EA 4.00064 471 6007GRATE AND FRAME (BRIDGE DRAIN)EA 1.00065 481 6015PIPE (PVC) (SCH 40) (10 IN)LF 150.00066 500 6001MOBILIZATIONLS 1.00067 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 25.00068 506 6001ROCK FILTER DAMS (INSTALL) (TY 1)LF 80.00069 506 6011ROCK FILTER DAMS (REMOVE)LF 80.00070 506 6020CONSTRUCTION EXITS (INSTALL) (TY 1)SY 156.00071 506 6024CONSTRUCTION EXITS (REMOVE)SY 156.00072 506 6038TEMP SEDMT CONT FENCE (INSTALL)LF 5,170.00073 506 6039TEMP SEDMT CONT FENCE (REMOVE)LF 5,170.00074 506 6040BIODEG EROSN CONT LOGS (INSTL) (8")LF 95.00075 506 6042BIODEG EROSN CONT LOGS (INSTL) (18")LF 60.00076 506 6043BIODEG EROSN CONT LOGS (REMOVE)LF 155.00077 508 6001CONSTRUCTING DETOURSSY 894.00078 512 6001PORT CTB (FUR & INST)(SGL SLOPE)(TY 1)LF 720.00079 512 6009PORT CTB (FUR & INST)(LOW PROF)(TY 1)LF 200.00080 512 6010PORT CTB (FUR & INST)(LOW PROF)(TY 2)LF 40.00081 512 6025PORT CTB (MOVE)(SGL SLP)(TY 1)LF 330.00082 512 6033PORT CTB (MOVE)(LOW PROF)(TY 1)LF 120.00083 512 6034PORT CTB (MOVE)(LOW PROF)(TY 2)LF 40.00084 512 6049PORT CTB (REMOVE)(SGL SLP)(TY 1)LF 360.00085 512 6057PORT CTB (REMOVE)(LOW PROF)(TY 1)LF 200.00086 512 6058PORT CTB (REMOVE)(LOW PROF)(TY 2)LF 40.00087 529 6008CONC CURB & GUTTER (TY II)LF 112.00088 531 6003CONC SIDEWALKS (6")SY 251.00089 531 6013CURB RAMPS (TY 10)EA 3.00090 540 6001MTL W-BEAM GD FEN (TIM POST)LF 318.75091 540 6006MTL BEAM GD FEN TRANS (THRIE-BEAM)EA 1.00092 540 6007MTL BEAM GD FEN TRANS (TL2)EA 1.00093 540 6014SHORT RADIUSLF 9.55094 540 6015DRIVEWAY TERMINAL ANCHOR SECTIONEA 1.00095 540 6016DOWNSTREAM ANCHOR TERMINAL SECTIONEA 2.00096 542 6001REMOVE METAL BEAM GUARD FENCELF 650.00097 542 6002REMOVE TERMINAL ANCHOR SECTIONEA 8.00098 544 6001GUARDRAIL END TREATMENT (INSTALL)EA 1.00099 545 6001CRASH CUSH ATTEN (INSTL)EA 1.000100 545 6003CRASH CUSH ATTEN (MOVE & RESET)EA 1.000101 545 6005CRASH CUSH ATTEN (REMOVE)EA 1.000102 545 6012CRASH CUSH ATTEN (INSTL)(R)(N)(TL2)EA 1.000103 545 6013CRASH CUSH ATTEN (INSTL)(R)(N)(TL3)EA 1.000104 545 6015CRASH CUSH ATTEN (INSTL)(R)(W)(TL2)EA 1.000105 545 6016CRASH CUSH ATTEN (INSTL)(R)(W)(TL3)EA 1.000106 552 6001WIRE FENCE (TY A)LF 586.000107 552 6005GATE (TY 1)EA 1.000108 560 6001MAILBOX INSTALL-S (TWG-POST) TY 1EA 6.000109 560 6003MAILBOX INSTALL-M (TWG-POST) TY 1EA 2.000110 644 6001IN SM RD SN SUP&AM TY10BWG(1)SA(P)EA 1.000111 644 6005IN SM RD SN SUP&AM TY10BWG(1)SA(T-2EXT)EA 1.000112 644 6007IN SM RD SN SUP&AM TY10BWG(1)SA(U)EA 3.000113 644 6027IN SM RD SN SUP&AM TYS80(1)SA(P)EA 1.000114 644 6060IN SM RD SN SUP&AM TYTWT(1)WS(P)EA 14.000115 644 6061IN SM RD SN SUP&AM TYTWT(1)WS(T)EA 3.000116 644 6070RELOCATE SM RD SN SUP&AM TY S80EA 1.000117 644 6076REMOVE SM RD SN SUP&AMEA 22.000118 658 6014INSTL DEL ASSM (D-SW)SZ (BRF)CTB (BI)EA 53.000119 658 6059INSTL OM ASSM (OM-4)(FLX)GNDEA 6.000120 658 6062INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2(BI)EA 6.000121 662 6063WK ZN PAV MRK REMOV (W)4"(SLD)LF 9,874.000122 662 6080WK ZN PAV MRK REMOV (W)(ARROW)EA 2.000123 662 6091WK ZN PAV MRK REMOV (W)18"(YLD TRI)EA 11.000124 662 6095WK ZN PAV MRK REMOV (Y)4"(SLD)LF 9,632.000125 662 6109WK ZN PAV MRK SHT TERM (TAB)TY WEA 119.000126 662 6110WK ZN PAV MRK SHT TERM (TAB)TY YEA 186.000127 666 6170REFL PAV MRK TY II (W) 4" (SLD)LF 2,081.000128 666 6207REFL PAV MRK TY II (Y) 4" (SLD)LF 2,081.000129 666 6302RE PM W/RET REQ TY I (W)4"(SLD)(090MIL)LF 7,163.000130 666 6311RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL)LF 167.000131 666 6314RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL)LF 6,920.000132 668 6076PREFAB PAV MRK TY C (W) (24") (SLD)LF 115.000133 668 6106PREFAB PAV MRK TY C (Y) (12") (SLD)LF 244.000134 672 6009REFL PAV MRKR TY II-A-AEA 136.000135 677 6001ELIM EXT PAV MRK & MRKS (4")LF 9,790.000136 677 6005ELIM EXT PAV MRK & MRKS (12")LF 242.000137 677 6007ELIM EXT PAV MRK & MRKS (24")LF 26.000138 677 6021ELIM EXT PAV MRK & MRKS (JIGGLE)EA 96.000139 40216001TIP TESTING(DRILL SHAFT)EA 6.000140 50016001GEOGRID BASE REINFORCEMENT (TY I)SY 91.000141 60016002PORTABLE CHANGEABLE MESSAGE SIGNEA 2.000142 61206001DEAD END ROADWAY BARRICADELF 48.000143 * INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS: CONTRACTOR FORCE ACCOUNT WORK (PART) $6,500.00