COUNTY: DONLEY HIGHWAY: US 287 LENGTH: 12.7140MI CONTROL NUMBER: 0042-07-066 DBE GOAL: 0.0 % PROJECT NUMBER: NH 2019(592) TYPE: ASPHALTIC CONCRETE OVERLAY TIME FOR COMPLETION: 55 WORKING DAYSGUARANTY: 96,000.00 BIDS RECEIVED UNTIL: 1:00 PM FEBRUARY 06, 2019*EST.COST: 4,900,162.02 BIDS WILL BE OPENED: 1:00 PM FEBRUARY 06, 2019 MAIL OR DELIVER BIDS TO: FOR PS&E PROJECT QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONMATTHEW HERBSTRITT ATTN: CONSTRUCTION DIVISION - ROOM 1A.2 7599 US287 200 E RIVERSIDECHILDRESS, TX 79201 AUSTIN TX 78704-1204940/937-7283 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: 500 FT E OF CLARENDON ECL, E LIMITS TO: 1025 FT E OF HEDLEY WCL(NBL) ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 100 6016PREPARING ROW (TREE) (36" TO 48" DIA)EA 2.0001 134 6004BACKFILL (TY A OR B)STA 643.5502 150 6002BLADINGHR 24.0003 164 6034DRILL SEEDING (PERM) (RURAL) (SANDY)AC 28.6504 164 6042DRILL SEEDING (TEMP) (WARM)AC 14.3305 164 6044DRILL SEEDING (TEMP) (COOL)AC 14.3306 168 6001VEGETATIVE WATERINGMG 1,117.3507 341 6085D-GR HMA TY-D SAC-A PG 76-28TON 34,215.0008 354 6021PLANE ASPH CONC PAV(0" TO 2")SY 8,450.0009 354 6045PLANE ASPH CONC PAV (2")SY 28,415.00010 432 6045RIPRAP (MOW STRIP)(4 IN)CY 24.00011 451 6019RETROFIT RAIL (TY T631)LF 350.00012 454 6008HEADER TYPE EXPANSION JOINTCF 104.00013 454 6009JOINT SEALANTLF 616.00014 500 6001MOBILIZATIONLS 1.00015 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 3.00016 506 6020CONSTRUCTION EXITS (INSTALL) (TY 1)SY 250.00017 506 6024CONSTRUCTION EXITS (REMOVE)SY 250.00018 506 6042BIODEG EROSN CONT LOGS (INSTL) (18")LF 1,000.00019 533 6001RUMBLE STRIPS (SHOULDER)LF 126,396.00020 540 6002MTL W-BEAM GD FEN (STEEL POST)LF 1,525.00021 540 6016DOWNSTREAM ANCHOR TERMINAL SECTIONEA 9.00022 542 6001REMOVE METAL BEAM GUARD FENCELF 1,525.00023 542 6002REMOVE TERMINAL ANCHOR SECTIONEA 9.00024 544 6001GUARDRAIL END TREATMENT (INSTALL)EA 9.00025 544 6003GUARDRAIL END TREATMENT (REMOVE)EA 9.00026 662 6109WK ZN PAV MRK SHT TERM (TAB)TY WEA 5,385.00027 662 6111WK ZN PAV MRK SHT TERM (TAB)TY Y-2EA 685.00028 666 6036REFL PAV MRK TY I (W)8"(SLD)(100MIL)LF 2,400.00029 666 6048REFL PAV MRK TY I (W)24"(SLD)(100MIL)LF 204.00030 666 6099REF PAV MRK TY I(W)18"(YLD TRI)(100MIL)EA 290.00031 666 6300RE PM W/RET REQ TY I (W)4"(BRK)(100MIL)LF 17,689.00032 666 6303RE PM W/RET REQ TY I (W)4"(SLD)(100MIL)LF 68,651.00033 666 6315RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL)LF 77,185.00034 672 6007REFL PAV MRKR TY I-CEA 92.00035 672 6009REFL PAV MRKR TY II-A-AEA 172.00036 672 6010REFL PAV MRKR TY II-C-REA 795.00037 61856002TMA (STATIONARY)DAY 30.00038 61856005TMA (MOBILE OPERATION)DAY 3.00039 * INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS: CONTRACTOR FORCE ACCOUNT WORK (PART) $120,344.00