Tabulation of Bids for Project F 2024(638)
Use this interactive Tableau dashboard to display bidding information on projects let through statewide and local district letting for the past 24 months.
The Electronic State Business Daily (ESBD), the Electronic Bidding System, and the project proposal are the official sources of advertisement and bidding information for the State and Local Lettings. Bidders should bid the project using the information found therein, including any addenda. These sources take precedence over information from other sources, including TxDOT webpages, which are unofficial and intended for informational purposes only.
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County: | HARDEMAN | Let Date: | 01/05/24 |
Type: | HIGHWAY IMPROVEMENT | Seq No: | 3211 |
Time: | 79 WORKING DAYS | Project ID: | F 2024(638) |
Highway: | US 287 | Contract #: | 01243211 |
Length: | 0.000 | CCSJ: | 0043-04-083 |
Limits: | |||
From: | 65' WEST OF FM 2568, EAST | Check: | $100,000 |
To: | WILBARGER C/L | Misc Cost: |
Estimate | $9,300,050.55 | % Over/Under | Company |
Bidder 1 | $8,059,390.88 | -13.34% | DUININCK, INC. |
Bidder 2 | $8,625,134.96 | -7.26% | A. L. HELMCAMP, INC. |
Bidder 3 | $8,782,507.08 | -5.56% | KIEWIT INFRASTRUCTURE SOUTH CO. |
Bidder 4 | $8,842,201.50 | -4.92% | GILVIN-TERRILL, LTD. |
Bidder 5 | $9,454,356.73 | +1.66% | FOUTSCO PAVING COMPANY, LLC |
Bidder 6 | $10,337,480.95 | +11.16% | ZACK BURKETT CO. |
Bidder 7 | $11,068,030.65 | +19.01% | J. LEE MILLIGAN, INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1056054 | REMOVING STAB BASE & ASPH PAV (18") | SY | 204.000 | 16.00 | 1 2 3 4 5 6 7 | 39.000 75.000 48.480 100.000 20.000 10.000 71.250 |
1106001 | EXCAVATION (ROADWAY) | CY | 500.000 | 25.00 | 1 2 3 4 5 6 7 | 16.500 43.000 56.810 59.750 20.000 100.000 62.000 |
1326001 | EMBANKMENT (FINAL)(ORD COMP)(TY A) | CY | 4,600.000 | 52.00 | 1 2 3 4 5 6 7 | 30.000 32.000 33.810 32.250 50.000 100.000 44.500 |
1346004 | BACKFILL (TY A OR B) | STA | 714.180 | 115.00 | 1 2 3 4 5 6 7 | 235.000 300.000 139.970 150.000 150.000 350.000 180.000 |
1506002 | BLADING | HR | 2.000 | 283.00 | 1 2 3 4 5 6 7 | 295.000 250.000 302.440 1,100.000 300.000 3,000.000 525.000 |
1646034 | DRILL SEEDING (PERM) (RURAL) (SANDY) | AC | 32.100 | 650.00 | 1 2 3 4 5 6 7 | 465.000 335.000 1,285.540 458.000 100.000 536.000 485.000 |
1646053 | DRILL SEEDING (TEMP)(WARM OR COOL) | AC | 32.100 | 720.00 | 1 2 3 4 5 6 7 | 480.000 425.000 1,333.580 472.000 100.000 553.000 500.000 |
1686001 | VEGETATIVE WATERING | MG | 2,612.900 | 20.00 | 1 2 3 4 5 6 7 | 26.000 10.000 51.550 31.000 0.010 25.000 40.000 |
3146013001 | EMULS ASPH (EROSN CONT)(CSS-1H) | GAL | 30,197.000 | 3.50 | 1 2 3 4 5 6 7 | 3.800 5.000 4.300 3.650 3.000 4.500 5.500 |
3546021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 8,733.000 | 3.20 | 1 2 3 4 5 6 7 | 3.200 2.200 3.310 2.430 2.550 5.000 7.250 |
3546045 | PLANE ASPH CONC PAV (2") | SY | 39,490.000 | 3.20 | 1 2 3 4 5 6 7 | 5.000 2.400 2.560 2.650 2.200 5.000 6.600 |
3546049 | PLANE ASPH CONC PAV (6") | SY | 1,948.000 | 10.00 | 1 2 3 4 5 6 7 | 4.600 10.000 18.750 3.860 7.000 9.500 23.000 |
4326045 | RIPRAP (MOW STRIP)(4 IN) | CY | 33.000 | 780.00 | 1 2 3 4 5 6 7 | 1,200.000 885.000 1,212.860 750.000 975.000 1,140.750 1,050.000 |
4966004 | REMOV STR (SET) | EA | 2.000 | 946.30 | 1 2 3 4 5 6 7 | 1,500.000 1,350.000 3,366.180 500.000 500.000 2,500.000 950.000 |
4966007 | REMOV STR (PIPE) | LF | 50.000 | 44.98 | 1 2 3 4 5 6 7 | 25.500 54.000 154.400 500.000 20.000 50.000 60.000 |
5006001008 | MOBILIZATION | LS | 1.000 | 782,987.75 | 1 2 3 4 5 6 7 | 500,000.000 650,000.000 912,018.030 900,000.000 900,000.000 850,000.000 1,100,000.000 |
5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 5.000 | 30,000.00 | 1 2 3 4 5 6 7 | 26,000.000 12,500.000 40,000.000 20,000.000 30,000.000 15,000.000 40,000.000 |
5066042002 | BIODEG EROSN CONT LOGS (INSTL) (18") | LF | 7,620.000 | 4.00 | 1 2 3 4 5 6 7 | 4.050 5.100 7.340 4.000 1.000 4.700 7.000 |
5126029 | PORT CTB (MOVE)(F-SHAPE)(TY 1) | LF | 60.000 | 20.00 | 1 2 3 4 5 6 7 | 23.500 135.000 68.280 100.000 150.000 1.000 90.000 |
5336001 | RUMBLE STRIPS (SHOULDER) | LF | 130,390.000 | 0.17 | 1 2 3 4 5 6 7 | 0.110 0.230 0.110 0.230 0.150 0.250 0.250 |
5406002001 | MTL W-BEAM GD FEN (STEEL POST) | LF | 460.000 | 40.00 | 1 2 3 4 5 6 7 | 32.500 35.000 38.430 32.000 30.000 70.000 36.000 |
5406006001 | MTL BEAM GD FEN TRANS (THRIE-BEAM) | EA | 2.000 | 3,200.00 | 1 2 3 4 5 6 7 | 3,200.000 2,900.000 3,191.240 2,850.000 2,500.000 3,260.000 3,000.000 |
5406016001 | DOWNSTREAM ANCHOR TERMINAL SECTION | EA | 1.000 | 1,800.00 | 1 2 3 4 5 6 7 | 1,400.000 1,600.000 1,741.090 1,400.000 1,500.000 1,778.400 1,600.000 |
5426001 | REMOVE METAL BEAM GUARD FENCE | LF | 460.000 | 3.50 | 1 2 3 4 5 6 7 | 7.100 3.200 3.440 7.000 3.000 3.510 4.000 |
5426002 | REMOVE TERMINAL ANCHOR SECTION | EA | 1.000 | 290.00 | 1 2 3 4 5 6 7 | 355.000 320.000 343.640 350.000 300.000 351.000 320.000 |
5426004 | RM MTL BM GD FENCE TRANS (THRIE-BEAM) | EA | 2.000 | 250.00 | 1 2 3 4 5 6 7 | 355.000 320.000 343.640 350.000 300.000 351.000 320.000 |
5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 4.000 | 3,700.00 | 1 2 3 4 5 6 7 | 3,400.000 3,600.000 3,857.890 3,300.000 3,500.000 3,941.000 3,600.000 |
5446003 | GUARDRAIL END TREATMENT (REMOVE) | EA | 4.000 | 350.00 | 1 2 3 4 5 6 7 | 355.000 320.000 343.640 350.000 300.000 351.000 320.000 |
5456005 | CRASH CUSH ATTEN (REMOVE) | EA | 2.000 | 1,800.00 | 1 2 3 4 5 6 7 | 2,900.000 2,100.000 2,863.640 2,900.000 2,500.000 2,500.000 2,650.000 |
5456007 | CRASH CUSH ATTEN (INSTL)(L)(N)(TL3) | EA | 2.000 | 34,000.00 | 1 2 3 4 5 6 7 | 30,500.000 28,000.000 38,086.380 29,950.000 28,000.000 38,903.000 35,200.000 |
6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 11,522.000 | 1.20 | 1 2 3 4 5 6 7 | 1.450 0.650 2.290 1.000 0.010 1.200 1.700 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 13,610.000 | 0.56 | 1 2 3 4 5 6 7 | 1.450 0.650 2.290 1.000 0.010 1.200 1.750 |
6666030007 | REFL PAV MRK TY I (W)8"(DOT)(100MIL) | LF | 244.000 | 2.20 | 1 2 3 4 5 6 7 | 1.550 2.200 1.720 2.000 1.500 2.340 1.600 |
6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 3,564.000 | 1.50 | 1 2 3 4 5 6 7 | 1.100 0.900 1.260 0.810 1.100 1.460 1.150 |
6666048007 | REFL PAV MRK TY I (W)24"(SLD)(100MIL) | LF | 413.000 | 8.50 | 1 2 3 4 5 6 7 | 9.150 7.200 10.310 6.900 9.000 11.700 9.500 |
6666054007 | REFL PAV MRK TY I (W)(ARROW)(100MIL) | EA | 4.000 | 180.00 | 1 2 3 4 5 6 7 | 230.000 145.000 257.730 140.000 225.000 374.400 238.000 |
6666078007 | REFL PAV MRK TY I (W)(WORD)(100MIL) | EA | 2.000 | 250.00 | 1 2 3 4 5 6 7 | 355.000 145.000 400.910 140.000 350.000 409.500 370.000 |
6666099007 | REF PAV MRK TY I(W)18"(YLD TRI)(100MIL) | EA | 220.000 | 62.00 | 1 2 3 4 5 6 7 | 35.500 36.000 40.090 34.000 35.000 17.550 37.000 |
6666225007 | PAVEMENT SEALER 6" | LF | 13,184.000 | 0.50 | 1 2 3 4 5 6 7 | 0.410 0.300 0.460 0.300 0.400 0.530 0.450 |
6666230007 | PAVEMENT SEALER 24" | LF | 256.000 | 5.40 | 1 2 3 4 5 6 7 | 4.050 1.000 4.580 1.000 4.000 4.100 4.250 |
6666231007 | PAVEMENT SEALER (ARROW) | EA | 4.000 | 115.00 | 1 2 3 4 5 6 7 | 100.000 26.000 114.550 25.000 100.000 35.100 106.000 |
6666232007 | PAVEMENT SEALER (WORD) | EA | 2.000 | 160.00 | 1 2 3 4 5 6 7 | 205.000 26.000 229.090 25.000 200.000 46.800 215.000 |
6666306007 | RE PM W/RET REQ TY I (W)6"(BRK)(100MIL) | LF | 22,993.000 | 0.75 | 1 2 3 4 5 6 7 | 0.760 0.620 0.860 0.600 0.750 0.960 0.800 |
6666309007 | RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) | LF | 85,608.000 | 0.75 | 1 2 3 4 5 6 7 | 0.640 0.600 0.720 0.580 0.630 0.960 0.700 |
6666318007 | RE PM W/RET REQ TY I (Y)6"(BRK)(100MIL) | LF | 4,020.000 | 0.75 | 1 2 3 4 5 6 7 | 0.860 0.720 0.970 0.700 0.850 1.110 0.900 |
6666321007 | RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL) | LF | 91,295.000 | 0.75 | 1 2 3 4 5 6 7 | 0.640 0.600 0.720 0.580 0.630 0.960 0.700 |
6726007 | REFL PAV MRKR TY I-C | EA | 254.000 | 5.50 | 1 2 3 4 5 6 7 | 4.050 4.000 4.580 3.900 4.000 5.270 4.250 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 57.000 | 6.00 | 1 2 3 4 5 6 7 | 4.050 4.000 4.580 3.900 4.000 7.020 4.250 |
6726010 | REFL PAV MRKR TY II-C-R | EA | 730.000 | 5.20 | 1 2 3 4 5 6 7 | 4.050 4.000 4.580 3.880 4.000 5.270 4.250 |
6786002 | PAV SURF PREP FOR MRK (6") | LF | 13,184.000 | 0.10 | 1 2 3 4 5 6 7 | 0.660 0.200 0.740 0.200 0.650 0.530 0.700 |
6786008 | PAV SURF PREP FOR MRK (24") | LF | 256.000 | 3.50 | 1 2 3 4 5 6 7 | 4.050 1.000 4.580 1.000 4.000 4.680 4.250 |
6786009 | PAV SURF PREP FOR MRK (ARROW) | EA | 4.000 | 80.00 | 1 2 3 4 5 6 7 | 100.000 18.000 114.550 18.000 100.000 58.500 110.000 |
6786016 | PAV SURF PREP FOR MRK (WORD) | EA | 2.000 | 110.00 | 1 2 3 4 5 6 7 | 100.000 18.000 114.550 18.000 100.000 58.500 110.000 |
7856010 | BRIDGE JOINT REPLACEMENT (ARMOR) | LF | 168.000 | 610.00 | 1 2 3 4 5 6 7 | 535.000 630.000 604.800 400.000 200.000 836.550 900.000 |
30776027 | SP MIXES SP-C SAC-A PG70-28 | TON | 43,847.000 | 158.00 | 1 2 3 4 5 6 7 | 136.500 148.000 136.620 148.500 165.200 165.000 176.250 |
30776075 | TACK COAT | GAL | 38,060.000 | 4.80 | 1 2 3 4 5 6 7 | 3.950 4.500 5.360 4.200 5.500 6.000 8.200 |
61856002002 | TMA (STATIONARY) | DAY | 60.000 | 240.00 | 1 2 3 4 5 6 7 | 150.000 400.000 551.120 460.000 100.000 376.000 450.000 |
61856005002 | TMA (MOBILE OPERATION) | DAY | 21.000 | 480.00 | 1 2 3 4 5 6 7 | 750.000 400.000 1,094.460 950.000 1.000 1.000 900.000 |