COUNTY: COLORADO HIGHWAY: US 90 LENGTH: 0.4780MI CONTROL NUMBER: 0027-01-042 DBE GOAL: 0.0 % PROJECT NUMBER: BR 2B24(201) TYPE: BRIDGE MAINTENANCE TIME FOR COMPLETION: 150 WORKING DAYSGUARANTY: 100,000.00 BIDS RECEIVED UNTIL: 1:00 PM JUNE 05, 2024*EST.COST: 6,426,508.80 BIDS WILL BE OPENED: 1:00 PM JUNE 05, 2024 MAIL OR DELIVER BIDS TO: FOR PS&E PACKAGE QUESTIONS CALL: TEXAS DEPARTMENT OF TRANSPORTATIONRYAN SIMPER ATTN: CONSTRUCTION DIVISION - RM M1C3.02 1512 FM 102 6230 E. STASSNEY LANEWHARTON, TX 77488 AUSTIN TX 78744-3147979/532-3141 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: AT COLORADO RIVER LIMITS TO: STR # 0027-01-001 ------------------------------------------------------------------------------------------------------------- ITEM DESAPPROXIMATE ALT NO. CD. ITEM DESCRIPTIONUNITQUANTITIESBID PRICEAMOUNTSEQ ------------------------------------------------------------------------------------------------------------- 150 6002BLADINGHR 10.0001 164 6001BROADCAST SEED (PERM) (RURAL) (SANDY)SY 104.0002 164 6009BROADCAST SEED (TEMP) (WARM)SY 26.0003 164 6011BROADCAST SEED (TEMP) (COOL)SY 26.0004 168 6001VEGETATIVE WATERINGMG 0.8705 316 6249AGGR(TY-PE GR-4 SAC-B)CY 7.0006 316 6542ASPH (AC 20-5TR OR AC-20XP OR CRS-2P)GAL 322.0007 351 6004FLEXIBLE PAVEMENT STRUCTURE REPAIR(8")SY 100.0008 354 6049PLANE ASPH CONC PAV (6")SY 949.0009 420 6066CL C CONC (RAIL FOUNDATION)CY 52.10010 422 6001REINF CONC SLABSF 17,858.00011 429 6007CONC STR REPAIR (VERTICAL & OVERHEAD)SF 200.00012 432 6002RIPRAP (CONC)(5 IN)CY 24.00013 432 6046RIPRAP (MOW STRIP)(5 IN)CY 3.30014 442 6008STR STEEL (MISCELLANEOUS BRIDGE)LB 100.00015 442 6009STR STEEL (DIAPHRAGM & STIFFENER)LB 8,415.00016 442 6010STR STEEL (SHEAR CONNECTOR)LB 19,361.00017 442 6023STR STEEL (MISC NON-BRIDGE TYPE 1)EA 1.00018 446 6029CLEAN AND PAINT EXIST STR (REF NO.1)LS 1.00019 446 6030CLEAN AND PAINT EXIST STR (REF NO.2)LS 1.00020 446 6031CLEAN AND PAINT EXIST STR (REF NO.3)LS 1.00021 450 6006RAIL (TY T223)LF 176.66022 450 6029RAIL (TY C1W)LF 1,735.10023 454 6004ARMOR JOINT (SEALED)LF 69.00024 454 6018SEALED EXPANSION JOINT (4 IN) (SEJ - M)LF 92.00025 481 6011PIPE (PVC) (SCH 40) (4 IN)LF 341.00026 496 6058REMOV STR (BRIDGE SLAB)LF 765.50027 500 6001MOBILIZATIONLS 1.00028 502 6001BARRICADES, SIGNS AND TRAFFIC HANDLINGMO 10.00029 506 6038TEMP SEDMT CONT FENCE (INSTALL)LF 200.00030 506 6039TEMP SEDMT CONT FENCE (REMOVE)LF 200.00031 512 6001PORT CTB (FUR & INST)(SGL SLOPE)(TY 1)LF 330.00032 512 6025PORT CTB (MOVE)(SGL SLP)(TY 1)LF 120.00033 512 6049PORT CTB (REMOVE)(SGL SLP)(TY 1)LF 450.00034 530 6005DRIVEWAYS (ACP)SY 30.00035 540 6001MTL W-BEAM GD FEN (TIM POST)LF 25.00036 540 6006MTL BEAM GD FEN TRANS (THRIE-BEAM)EA 1.00037 542 6001REMOVE METAL BEAM GUARD FENCELF 300.00038 542 6002REMOVE TERMINAL ANCHOR SECTIONEA 1.00039 544 6001GUARDRAIL END TREATMENT (INSTALL)EA 1.00040 544 6003GUARDRAIL END TREATMENT (REMOVE)EA 3.00041 545 6005CRASH CUSH ATTEN (REMOVE)EA 4.00042 545 6007CRASH CUSH ATTEN (INSTL)(L)(N)(TL3)EA 1.00043 545 6010CRASH CUSH ATTEN (INSTL)(L)(W)(TL3)EA 2.00044 545 6019CRASH CUSH ATTEN (INSTL)(S)(N)(TL3)EA 4.00045 636 6009REPLACE EXISTING ALUMINUM SIGNS(TY O)SF 14.00046 644 6060IN SM RD SN SUP&AM TYTWT(1)WS(P)EA 6.00047 644 6061IN SM RD SN SUP&AM TYTWT(1)WS(T)EA 1.00048 644 6076REMOVE SM RD SN SUP&AMEA 12.00049 658 6026INSTL DEL ASSM (D-SY)SZ (BRF)CTBEA 16.00050 658 6061INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2EA 3.00051 662 6064WK ZN PAV MRK REMOV (W)6"(BRK)LF 544.00052 662 6067WK ZN PAV MRK REMOV (W)6"(SLD)LF 3,880.00053 662 6071WK ZN PAV MRK REMOV (W)8"(SLD)LF 490.00054 662 6098WK ZN PAV MRK REMOV (Y)6"(SLD)LF 5,410.00055 662 6111WK ZN PAV MRK SHT TERM (TAB)TY Y-2EA 272.00056 666 6035REFL PAV MRK TY I (W)8"(SLD)(090MIL)LF 490.00057 666 6305RE PM W/RET REQ TY I (W)6"(BRK)(090MIL)LF 544.00058 666 6308RE PM W/RET REQ TY I (W)6"(SLD)(090MIL)LF 3,880.00059 666 6320RE PM W/RET REQ TY I (Y)6"(SLD)(090MIL)LF 5,410.00060 668 6076PREFAB PAV MRK TY C (W) (24") (SLD)LF 110.00061 668 6077PREFAB PAV MRK TY C (W) (ARROW)EA 3.00062 668 6085PREFAB PAV MRK TY C (W) (WORD)EA 3.00063 668 6108PREFAB PAV MRK TY C (Y) (24") (SLD)LF 443.00064 672 6007REFL PAV MRKR TY I-CEA 80.00065 672 6009REFL PAV MRKR TY II-A-AEA 272.00066 677 6001ELIM EXT PAV MRK & MRKS (4")LF 9,413.00067 677 6003ELIM EXT PAV MRK & MRKS (8")LF 635.00068 677 6005ELIM EXT PAV MRK & MRKS (12")LF 200.00069 677 6007ELIM EXT PAV MRK & MRKS (24")LF 70.00070 677 6008ELIM EXT PAV MRK & MRKS (ARROW)EA 3.00071 677 6012ELIM EXT PAV MRK & MRKS (WORD)EA 3.00072 778 6024CONCRETE POST REPLACEMENTEA 90.00073 778 6076CONCRETE RAIL REPLACEMENT (IN-KIND)LF 520.00074 784 6004REP STL BRIDGE MEMBER (TRUSS VERTICAL)EA 2.00075 784 6005REP STL BRIDGE MEMBER (TRUSS DIAGONAL)EA 3.00076 784 6006REP STL BRIDGE MEMBER(TRUSS SWAY BRACE)EA 7.00077 784 6011REP STL BRIDGE MEMBER (BOTTOM CHORD)EA 10.00078 784 6012REP STL BRIDGE MEMBER (TOP CHORD)EA 1.00079 784 6013REP STL BRIDGE MEMBER (ENDPOST)EA 12.00080 784 6021REP STL BRDG MEMB (TRUSS PORTAL BRACE)EA 3.00081 784 6022REP STL BRIDGE MEMBER (FLOORBEAM)EA 9.00082 784 6028REP STL BRIDGE MEMBER (STRINGER)EA 3.00083 784 6032REP STL BRIDGE MEMBER (GUSSET CON)EA 18.00084 784 6034REP STL BRIDGE MEMBER(STRAIGHTEN MEMB)EA 16.00085 784 6038REP STL BRIDGE MEMBER(REPL RIVET/BOLT)EA 13,500.00086 30766001D-GR HMA TY-B PG64-22TON 209.00087 30766042D-GR HMA TY-D SAC-B PG70-22TON 130.00088 61856002TMA (STATIONARY)DAY 6.00089 61856005TMA (MOBILE OPERATION)DAY 6.00090 * INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS: CONTRACTOR FORCE ACCOUNT WORK (PARTICIPATING) $51,500.00 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 ______________________________________________