COUNTY: MAVERICK, ETCHIGHWAY: US 277 LENGTH: 92.7530MI CONTROL NUMBER: 0299-03-050, ETCDBE GOAL: 3.5 % PROJECT NUMBER: NH 1702(691), ETC TYPE: BASE,WIDEN,GRAD,SURF,PAVMRK&SIGN TIME FOR COMPLETION: 575 WORKING DAYSGUARANTY: 100,000.00 BIDS RECEIVED UNTIL: 1:00 PM AUGUST 09, 2017 EST.COST: 25,597,733.55 BIDS WILL BE OPENED: 1:00 PM AUGUST 09, 2017 MAIL OR DELIVER BIDS TO: FOR PS&E PROJECT QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONDAVID SALAZAR ATTN: CONSTRUCTION DIVISION - ROOM 1A.2 319 E. GIBBS ST. 200 E RIVERSIDEDEL RIO, TX 78840 AUSTIN TX 78704-1204830/703-1422 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 ------------------------------------------------------------------------------ MAVERICK0299-03-050KINNEY/MAVERICK COUNTY LINE US 277NH 1702(691)0.273 MI S OF FM 1665 SOUTHERN INT LENGTH: 16.5160 MILES MAVERICK0299-04-0650.273 MI S OF FM 1665 SOUTHERN INT US 277NH 1702(691)ELM CREEK LENGTH: 8.0330 MILES KINNEY0299-02-032VAL VERDE/KINNEY COUNTY LINE US 277NH 1702(691)KINNEY/MAVERICK COUNTY LINE LENGTH: 13.5150 MILES VAL VERDE0299-01-069SS 317 US 277NH 1702(691)VAL VERDE/KINNEY COUNTY LINE LENGTH: 6.4910 MILES MAVERICK0299-03-071KINNEY/MAVERICK COUNTY LINE US 277STP 1702(693)HESG0.273 MI S OF FM 1665 SOUTHERN INT LENGTH: 16.5160 MILES MAVERICK0299-04-0720.273 MI S OF FM 1665 SOUTHERN INT US 277STP 1702(694)HESGFM 1588 LENGTH: 8.7140 MILES KINNEY0299-02-037VAL VERDE/KINNEY COUNTY LINE US 277STP 1702(692)HESGKINNEY/MAVERICK COUNTY LINE LENGTH: 13.5150 MILES VAL VERDE0299-01-0682.194 MI SE OF US 277 US 277STP 1702(790)HESGKINNEY COUNTY LINE LENGTH: 9.4530 MILES ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 100 6002PREPARING ROWSTA 549.1201 104 6009REMOVING CONC (RIPRAP)SY 47.3802 104 6025REMOVE CONC (WINGWALL)CY 2.0003 104 6054REMOVING CONCRETE(MOW STRIP)LF 10,362.5004 110 6001EXCAVATION (ROADWAY)CY 35,494.0005 132 6001EMBANKMENT (FINAL)(ORD COMP)(TY A)CY 18,985.0006 134 6002BACKFILL (TY B)STA 652.0007 164 6036DRILL SEEDING (PERM) (RURAL) (CLAY)AC 86.5008 164 6042DRILL SEEDING (TEMP) (WARM)AC 86.5009 216 6001PROOF ROLLINGHR 56.30010 247 6060FL BS (CMP IN PLC)(TY E GR 4)(FNAL POS)CY 35,105.00011 251 6106REWORK BS MTL (TY B) (12")(ORD COMP)SY 14,990.00012 251 6273REWORK BS MTL (TY C)(12")(ORD COMP)SY 76,267.00013 251 6310REWORKING BS MTL (TY C) (14")(ORD COMP)SY 51,627.00014 251 6480REWORK BS MTL (TY C)(17")(OC)SY 6,160.00015 275 6001CEMENTTON 4,160.00016 275 6374CMT TRT(MX EXST MTL & NW BS)(12")(DC)SY 227,156.00017 1292 6017ASPHALT STAB BASE (GR 4)(PG 64)TON 18,478.00018 316 6015ASPH (AC-15P)GAL 81,469.00019 316 6029ASPH (RC-250)GAL 44,583.00020 316 6222AGGR(TY-PB GR-3 SAC-B)CY 1,416.00021 316 6242AGGR(TY-PD GR-5 SAC-B)CY 1,594.00022 316 6427AGGR(TY-PB GR-4S OR TY-PB GR-4)(SAC-B)CY 788.00023 341 6089D-GR HMA TY-B SAC-B PG 70-22TON 56,430.00024 344 6063SUPERPAVE MIXTURES SP-C SAC-A PG76-22TON 62,625.00025 354 6021PLANE ASPH CONC PAV(0" TO 2")SY 10,576.00026 354 6023PLANE ASPH CONC PAV(0" TO 4")SY 15,108.00027 354 6045PLANE ASPH CONC PAV (2")SY 34,845.00028 354 6048PLANE ASPH CONC PAV (3")SY 91,304.00029 354 6049PLANE ASPH CONC PAV (6")SY 89,806.00030 354 6066PLANE ASPH CONC PAV (0" TO 7")SY 63,580.00031 354 6171PLANE ASPH CONC PAV (2 1/4")SY 15,146.00032 354 6180PLANE ASPH CONC PAV (2.75")SY 46,934.00033 354 6200PLANE ASPH CONC PAV(3 3/4")SY 32,089.00034 401 6001FLOWABLE BACKFILLCY 48.00035 429 6007CONC STR REPAIR (VERTICAL & OVERHEAD)SF 22.00036 429 6011CONC STR REPR(REMOV AND REPL WINGWALL)CY 2.00037 432 6001RIPRAP (CONC)(4 IN)CY 14.60038 432 6045RIPRAP (MOW STRIP)(4 IN)CY 746.93039 438 6001CLEANING AND SEALING EXISTING JOINTSLF 2,382.60040 451 6005RETROFIT RAIL (TY T221)LF 246.00041 451 6019RETROFIT RAIL (TY T631)LF 410.00042 451 6024RETROFIT RAIL (TY SSTR)LF 5,115.00043 460 6004CMP (GAL STL 30 IN)LF 41.40044 462 6001CONC BOX CULV (3 FT X 2 FT)LF 3.13045 462 6003CONC BOX CULV (4 FT X 2 FT)LF 6.00046 462 6004CONC BOX CULV (4 FT X 3 FT)LF 26.88047 462 6007CONC BOX CULV (5 FT X 3 FT)LF 32.45048 462 6012CONC BOX CULV (6 FT X 5 FT)LF 20.58049 462 6015CONC BOX CULV (7 FT X 4 FT)LF 10.57050 462 6056CONC BOX CULV (6 FT X 5 FT)(EXTEND)LF 140.00051 464 6010RC PIPE (CL III)(48 IN)LF 5.25052 464 6046RC PIPE (ARCH)(CL IV)(DES 3)LF 92.00053 466 6103HEADWALL (CH - PW - 0) (DIA= 48 IN)EA 1.00054 466 6153WINGWALL (FW - 0) (HW=6 FT)EA 1.00055 466 6154WINGWALL (FW - 0) (HW=7 FT)EA 1.00056 466 6179WINGWALL (PW - 1) (HW=4 FT)EA 2.00057 466 6182WINGWALL (PW - 1) (HW=7 FT)EA 1.00058 467 6003SET (REPLACE PIPE RUNNER ASSEMBLY)EA 5.00059 467 6009SET (TY I) (30 IN) (4: 1) (C)EA 5.00060 467 6106SET (TY I)(S=3 FT)(HW=3FT)(4:1)(C)EA 6.00061 467 6112SET (TY I)(S=3 FT)(HW= 4 FT)(4:1)(C)EA 8.00062 467 6118SET (TY I)(S=3 FT)(HW= 5 FT)(4:1)(C)EA 2.00063 467 6139SET (TY I)(S= 4 FT)(HW= 3 FT)(4:1) (C)EA 6.00064 467 6150SET (TY I)(S= 4 FT)(HW= 5 FT)(4:1) (C)EA 5.00065 467 6155SET (TY I)(S= 4 FT)(HW= 6 FT)(4:1) (C)EA 2.00066 467 6172SET (TY I)(S= 5 FT)(HW= 3 FT)(4:1) (C)EA 3.00067 467 6177SET (TY I)(S= 5 FT)(HW= 4 FT)(4:1) (C)EA 3.00068 467 6180SET (TY I)(S= 5 FT)(HW= 4 FT)(6:1) (P)EA 1.00069 467 6182SET (TY I)(S= 5 FT)(HW= 5 FT)(4:1) (C)EA 8.00070 467 6186SET (TY I)(S= 5 FT)(HW= 6 FT)(4:1) (C)EA 3.00071 467 6191SET (TY I)(S= 5 FT)(HW= 7 FT)(4:1) (C)EA 3.00072 467 6194SET (TY I)(S= 5 FT)(HW= 8 FT)(4: 1) (C)EA 4.00073 467 6224SET (TY I)(S= 6 FT)(HW= 6 FT)(4:1) (C)EA 8.00074 467 6228SET (TY I)(S= 6 FT)(HW= 7 FT)(4:1) (C)EA 1.00075 467 6249SET (TY I)(S= 7 FT)(HW= 5 FT)(4:1) (C)EA 1.00076 467 6254SET (TY I)(S= 7 FT)(HW= 6 FT)(4:1) (C)EA 11.00077 467 6257SET (TY I)(S= 7 FT)(HW= 7 FT)(4:1) (C)EA 7.00078 467 6545SET (TY II) (DES 3) (RCP) (6: 1) (P)EA 6.00079 496 6004REMOV STR (SET)EA 18.00080 496 6005REMOV STR (WINGWALL)EA 43.00081 496 6007REMOV STR (PIPE)LF 92.00082 496 6008REMOV STR (BOX CULVERT)LF 363.44083 496 6099REMOVE STR (RAIL)LF 106.00084 500 6001MOBILIZATIONLS 1.00085 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 29.00086 506 6003ROCK FILTER DAMS (INSTALL) (TY 3)LF 5,497.00087 506 6011ROCK FILTER DAMS (REMOVE)LF 5,497.00088 506 6020CONSTRUCTION EXITS (INSTALL) (TY 1)SY 936.00089 506 6024CONSTRUCTION EXITS (REMOVE)SY 936.00090 506 6030BACKHOE WORK (EROSION & SEDMT CONT)HR 2,938.00091 506 6038TEMP SEDMT CONT FENCE (INSTALL)LF 117,460.00092 506 6039TEMP SEDMT CONT FENCE (REMOVE)LF 117,460.00093 510 6001ONE-WAY TRAF CONT (FLAGGER CONT)HR 5,519.00094 512 6072PTB (FRN&INSTL)(SGL SLP)(TY 1) OR (STL)LF 1,620.00095 512 6074PTB (MOVE)(SGL SLP)(TY 1) OR (STL)LF 31,050.00096 512 6075PTB (STKPL)(SGL SLP)(TY 1) OR (STL)LF 2,640.00097 512 6076PTB (REMOVE)(SGL SLP)(TY 1) OR (STL)LF 1,620.00098 530 6006DRIVEWAYS (SURF TREAT)SY 2,990.00099 533 6001RUMBLE STRIPS (SHOULDER)LF 488,067.000100 533 6002RUMBLE STRIPS (CENTERLINE)LF 242,234.000101 540 6001MTL W-BEAM GD FEN (TIM POST)LF 16,112.500102 540 6002MTL W-BEAM GD FEN (STEEL POST)LF 50.000103 540 6006MTL BEAM GD FEN TRANS (THRIE-BEAM)EA 38.000104 540 6007MTL BEAM GD FEN TRANS (TL2)EA 1.000105 540 6010MTL W-BEAM GD FEN ADJUSTMENTLF 200.000106 540 6011MTL THRIE-BEAM GD FEN ADJUSTMENTLF 50.000107 540 6012TERMINAL ANCHOR SECTION ADJUSTMENTEA 2.000108 540 6014SHORT RADIUSLF 100.000109 540 6020MTL W - BEAM GD FEN (LOW FILL CULVERT)LF 94.000110 542 6001REMOVE METAL BEAM GUARD FENCELF 8,700.000111 542 6002REMOVE TERMINAL ANCHOR SECTIONEA 17.000112 542 6004RM MTL BM GD FENCE TRANS (THRIE-BEAM)EA 14.000113 542 6005RM MTL BM GD FEN TRANS (T101)EA 36.000114 544 6001GUARDRAIL END TREATMENT (INSTALL)EA 96.000115 544 6003GUARDRAIL END TREATMENT (REMOVE)EA 65.000116 545 6001CRASH CUSH ATTEN (INSTL)EA 8.000117 545 6003CRASH CUSH ATTEN (MOVE & RESET)EA 200.000118 545 6004CRASH CUSH ATTEN (STKPL)EA 8.000119 545 6005CRASH CUSH ATTEN (REMOVE)EA 8.000120 560 6011MAILBOX INSTALL-S (TWW-POST) TY 4EA 6.000121 560 6013MAILBOX INSTALL-M (TWW-POST) TY 4EA 1.000122 644 6001IN SM RD SN SUP&AM TY10BWG(1)SA(P)EA 25.000123 644 6004IN SM RD SN SUP&AM TY10BWG(1)SA(T)EA 59.000124 644 6017IN SM RD SN SUP&AM TY10BWG(2)SA(P)EA 1.000125 644 6030IN SM RD SN SUP&AM TYS80(1)SA(T)EA 24.000126 644 6076REMOVE SM RD SN SUP&AMEA 60.000127 658 6014INSTL DEL ASSM (D-SW)SZ (BRF)CTB (BI)EA 39.000128 658 6016INSTL DEL ASSM (D-SW)SZ (BRF)GF1 (BI)EA 51.000129 658 6049INSTL OM ASSM (OM-2Z)(FLX)GND(BI)EA 81.000130 658 6060REMOVE DELIN & OBJECT MARKER ASSMSEA 88.000131 658 6062INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2(BI)EA 64.000132 662 6111WK ZN PAV MRK SHT TERM (TAB)TY Y-2EA 41,785.000133 666 6006REFL PAV MRK TY I (W)4"(DOT)(100MIL)LF 2,700.000134 666 6048REFL PAV MRK TY I (W)24"(SLD)(100MIL)LF 642.000135 666 6054REFL PAV MRK TY I (W)(ARROW)(100MIL)EA 7.000136 666 6078REFL PAV MRK TY I (W)(WORD)(100MIL)EA 7.000137 666 6167REFL PAV MRK TY II (W) 4" (BRK)LF 15,660.000138 666 6205REFL PAV MRK TY II (Y) 4" (BRK)LF 254,406.000139 666 6207REFL PAV MRK TY II (Y) 4" (SLD)LF 386,167.000140 666 6283REF PROF PAV MRK TY I(W)4"(SLD)(090MIL)LF 4,997.000141 666 6287REF PROF PAV MRK TY I(Y)4"(SLD)(090MIL)LF 5,282.000142 666 6300RE PM W/RET REQ TY I (W)4"(BRK)(100MIL)LF 15,939.000143 666 6303RE PM W/RET REQ TY I (W)4"(SLD)(100MIL)LF 491,631.000144 666 6312RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL)LF 92,572.000145 666 6315RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL)LF 260,761.000146 672 6007REFL PAV MRKR TY I-CEA 800.000147 672 6009REFL PAV MRKR TY II-A-AEA 12,698.000148 752 6022TREE TRIMMING AND BRUSH REMOVALLF 27,720.000149 30046001CONTINUOUS DIAMOND GRINDING CONC PVMTSY 15,441.000150 30046002CONTINUOUS DIAMOND GROOVING CONC PVMTSY 15,441.000151 30066002REINFORMT GRID FOR ASPHALT PVMT OVERLAYSY 98,608.000152 60016002PORTABLE CHANGEABLE MESSAGE SIGNEA 4.000153 1A341 6010D-GR HMA TY-B PG70-22TON 32,330.000154