COUNTY: KAUFMAN HIGHWAY: FM 148 LENGTH: 4.7460 MI
CONTROL NUMBER: 0751-03-043 DBE GOAL: 8.5 %
PROJECT NUMBER: F 2024(168)
TYPE: RESTORATION
TIME FOR COMPLETION: 294 WORKING DAYS GUARANTY: 100,000.00
BIDS RECEIVED UNTIL: 1:00 PM APRIL 04, 2024 * EST.COST: 10,945,982.68
BIDS WILL BE OPENED: 1:00 PM APRIL 04, 2024
MAIL OR DELIVER BIDS TO: FOR PS&E PACKAGE QUESTIONS CALL:
TEXAS DEPARTMENT OF TRANSPORTATION LANE SELMAN, P.E.
ATTN: CONSTRUCTION DIVISION - RM M1C3.02 2750 S WASHINGTON
6230 E. STASSNEY LANE KAUFMAN, TX 75142
AUSTIN TX 78744-3147 972/962-3617
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: FM 2613
LIMITS TO: SH 274
--------------------------------------------------------------------------------
ITEM DES APPROXIMATE
ALT NO. CD. ITEM DESCRIPTION UNIT QUANTITIES
--------------------------------------------------------------------------------
100 6002 PREPARING ROW STA 250.640
104 6017 REMOVING CONC (DRIVEWAYS) SY 51.000
105 6043 REMOVING STAB BASE & ASPH PAV (0-6") SY 6,221.000
105 6137 REMOVE TRT BASE & ASPH PAV (12"-20") SY 14,956.000
110 6001 EXCAVATION (ROADWAY) CY 936.300
112 6001 SUBGRADE WIDENING (ORD COMP) STA 188.330
132 6005 EMBANKMENT (FINAL)(ORD COMP)(TY C) CY 5,376.750
134 6004 BACKFILL (TY A OR B) STA 249.420
152 6001 ROAD GRADER WORK (ORD COMP) STA 249.420
161 6017 COMPOST MANUF TOPSOIL (4") SY 144,802.000
164 6035 DRILL SEEDING (PERM) (RURAL) (CLAY) SY 144,802.000
164 6051 DRILL SEED (TEMP)(WARM OR COOL) SY 144,802.000
168 6001 VEGETATIVE WATERING MG 43,085.000
247 6073 FL BS (CMP IN PLC)(TY D GR 1-2) (6") SY 18,691.000
247 6313 FL BS (CMP IN PLC)(TY D GR1-2)(12") SY 76,039.000
251 6073 REWRKING BS MATL (TY C)(10")(ORD COMP) SY 50,220.000
275 6001 CEMENT TON 479.000
275 6002 CEMENT TREAT (EXIST MATL) (6") SY 62,775.000
275 6003 CEMENT TREAT (NEW BASE) (6") SY 18,691.000
314 6021 EMULS ASPH (PRIME)(MS-2 OR SS-1) GAL 15,213.000
316 6024 ASPH (CRS-2P) GAL 37,548.000
316 6419 ASPH (AC-15P, AC-20-5TR OR AC-20XP) GAL 15,972.000
316 6435 AGGR (TY-B GR-4 OR TY-L GR-4 SAC-B) CY 356.000
316 6440 AGGR (TY-B GR-3 OR TY-L GR-3)(SAC-B) CY 727.000
351 6002 FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") SY 197.000
354 6045 PLANE ASPH CONC PAV (2") SY 1,958.000
400 6008 CUT & RESTORE ASPH PAVING SY 72.000
402 6001 TRENCH EXCAVATION PROTECTION LF 128.000
403 6001 TEMPORARY SPL SHORING SF 4,754.000
432 6002 RIPRAP (CONC)(5 IN) CY 29.600
432 6026 RIPRAP (STONE COMMON)(DRY)(18 IN) CY 367.000
462 6045 CONC BOX CULV (3 FT X 2 FT)(EXTEND) LF 19.000
462 6046 CONC BOX CULV (3 FT X 3 FT)(EXTEND) LF 14.000
462 6048 CONC BOX CULV (4 FT X 3 FT)(EXTEND) LF 16.000
462 6049 CONC BOX CULV (4 FT X 4 FT)(EXTEND) LF 18.000
462 6050 CONC BOX CULV (5 FT X 2 FT)(EXTEND) LF 14.000
462 6051 CONC BOX CULV (5 FT X 3 FT)(EXTEND) LF 40.000
462 6054 CONC BOX CULV (6 FT X 3 FT)(EXTEND) LF 30.000
462 6056 CONC BOX CULV (6 FT X 5 FT)(EXTEND) LF 45.000
462 6057 CONC BOX CULV (6 FT X 6 FT)(EXTEND) LF 28.000
462 6095 CONC BOX CULV (6 FT X 2 FT) (EXTEND) LF 14.000
464 6003 RC PIPE (CL III)(18 IN) LF 1,466.000
464 6005 RC PIPE (CL III)(24 IN) LF 308.000
464 6008 RC PIPE (CL III)(36 IN) LF 38.000
464 6018 RC PIPE (CL IV)(24 IN) LF 116.000
464 6019 RC PIPE (CL IV)(30 IN) LF 98.000
466 6097 HEADWALL (CH - PW - 0) (DIA= 24 IN) EA 2.000
466 6099 HEADWALL (CH - PW - 0) (DIA= 30 IN) EA 2.000
466 6192 WINGWALL (PW - 2) (HW=3 FT) EA 2.000
466 6193 WINGWALL (PW - 2) (HW=4 FT) EA 4.000
466 6194 WINGWALL (PW - 2) (HW=5 FT) EA 2.000
466 6195 WINGWALL (PW - 2) (HW=6 FT) EA 2.000
466 6196 WINGWALL (PW - 2) (HW=7 FT) EA 2.000
467 6111 SET (TY I)(S=3 FT)(HW= 4 FT)(3:1)(C) EA 2.000
467 6144 SET (TY I)(S= 4 FT)(HW= 4 FT)(4:1) (C) EA 2.000
467 6171 SET (TY I)(S= 5 FT)(HW= 3 FT)(3:1) (C) EA 2.000
467 6204 SET (TY I)(S= 6 FT)(HW= 3 FT)(3:1) (C) EA 2.000
467 6211 SET (TY I)(S= 6 FT)(HW= 4 FT)(3:1) (C) EA 2.000
467 6363 SET (TY II) (18 IN) (RCP) (6: 1) (P) EA 117.000
467 6390 SET (TY II) (24 IN) (RCP) (4: 1) (C) EA 4.000
467 6395 SET (TY II) (24 IN) (RCP) (6: 1) (P) EA 28.000
467 6419 SET (TY II) (30 IN) (RCP) (4: 1) (C) EA 2.000
467 6454 SET (TY II) (36 IN) (RCP) (6: 1) (P) EA 2.000
480 6001 CLEAN EXIST CULVERTS EA 12.000
496 6004 REMOV STR (SET) EA 72.000
496 6005 REMOV STR (WINGWALL) EA 22.000
496 6007 REMOV STR (PIPE) LF 175.800
496 6016 REMOV STR (PIPE) EA 60.000
500 6001 MOBILIZATION LS 1.000
502 6001 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 18.000
506 6003 ROCK FILTER DAMS (INSTALL) (TY 3) LF 1,170.000
506 6011 ROCK FILTER DAMS (REMOVE) LF 1,170.000
506 6020 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 328.000
506 6024 CONSTRUCTION EXITS (REMOVE) SY 328.000
506 6038 TEMP SEDMT CONT FENCE (INSTALL) LF 2,042.000
506 6039 TEMP SEDMT CONT FENCE (REMOVE) LF 2,042.000
506 6041 BIODEG EROSN CONT LOGS (INSTL) (12") LF 2,111.000
506 6043 BIODEG EROSN CONT LOGS (REMOVE) LF 2,111.000
530 6005 DRIVEWAYS (ACP) SY 5,791.000
530 6017 DRIVEWAYS (CONC) (HES) SY 52.000
533 6003 RUMBLE STRIPS (SHOULDER) ASPHALT LF 49,535.000
533 6004 RUMBLE STRIPS (CENTERLINE) ASPHALT LF 25,062.000
542 6001 REMOVE METAL BEAM GUARD FENCE LF 375.000
544 6003 GUARDRAIL END TREATMENT (REMOVE) EA 4.000
560 6011 MAILBOX INSTALL-S (TWW-POST) TY 4 EA 40.000
560 6012 MAILBOX INSTALL-D (TWW-POST) TY 4 EA 6.000
560 6013 MAILBOX INSTALL-M (TWW-POST) TY 4 EA 3.000
644 6001 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 52.000
644 6004 IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA 1.000
644 6007 IN SM RD SN SUP&AM TY10BWG(1)SA(U) EA 4.000
644 6033 IN SM RD SN SUP&AM TYS80(1)SA(U) EA 1.000
644 6036 IN SM RD SN SUP&AM TYS80(1)SA(U-BM) EA 5.000
658 6100 INSTL OM ASSM (OM-2Z)(WFLX)GND(BI) EA 44.000
662 6111 WK ZN PAV MRK SHT TERM (TAB)TY Y-2 EA 3,133.000
666 6048 REFL PAV MRK TY I (W)24"(SLD)(100MIL) LF 140.000
666 6174 REFL PAV MRK TY II (W) 6" (SLD) LF 126,185.000
666 6208 REFL PAV MRK TY II (Y) 6" (BRK) LF 7,025.000
666 6210 REFL PAV MRK TY II (Y) 6" (SLD) LF 73,443.000
666 6225 PAVEMENT SEALER 6" LF 366.000
666 6309 RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) LF 49,535.000
666 6318 RE PM W/RET REQ TY I (Y)6"(BRK)(100MIL) LF 2,789.000
666 6321 RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL) LF 29,338.000
672 6009 REFL PAV MRKR TY II-A-A EA 562.000
678 6002 PAV SURF PREP FOR MRK (6") LF 366.000
730 6107 FULL - WIDTH MOWING CYC 3.000
3077 6013 SP MIXES SP-C SAC-B PG64-22 TON 8,588.000
3077 6075 TACK COAT GAL 4,788.000
5001 6002 GEOGRID BASE REINFORCEMENT (TY II) SY 40,097.000
6001 6002 PORTABLE CHANGEABLE MESSAGE SIGN EA 3.000
6185 6002 TMA (STATIONARY) DAY 294.000
6185 6005 TMA (MOBILE OPERATION) DAY 20.000
* INCLUDES FORCE ACCOUNT WORK AMOUNTS AS FOLLOWS:
CONTRACTOR FORCE ACCOUNT WORK (PARTICIPATING) $86,025.42
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 ______________________________________________