Tabulation of Bids for Project C 54-7-90
Last Update: Thursday, April 04, 2024
Bid Tabulations Dashboard
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: | BROWN | Let Date: | 01/05/24 |
| Type: | RESURFACE ROADWAY | Seq No: | 3214 |
| Time: | 101 WORKING DAYS | Project ID: | C 54-7-90 |
| Highway: | US 67 | Contract #: | 01243214 |
| Length: | 8.696 | CCSJ: | 0054-07-090 |
| Limits: | |||
| From: | US 377 | Check: | $100,000 |
| To: | US 183 N | Misc Cost: | |
| Estimate | $9,609,827.85 | % Over/Under | Company |
| Bidder 1 | $8,999,249.67 | -6.35% | ALLEN KELLER COMPANY |
| Bidder 2 | $10,609,024.13 | +10.40% | DUININCK, INC. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1506001 | BLADING | STA | 454.000 | 144.00 | 1 2 | 110.000 225.000 |
| 3106009 | PRIME COAT (MC-30) | GAL | 3,557.000 | 10.00 | 1 2 | 5.700 6.100 |
| 3166224002 | AGGR(TY-PB GR-4 SAC-B) | CY | 2,914.000 | 180.00 | 1 2 | 180.000 200.000 |
| 3166405002 | ASPH (AC-20-5TR OR AC-20XP) | GAL | 98,307.000 | 5.50 | 1 2 | 4.750 5.000 |
| 3516002 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") | SY | 8,060.000 | 42.50 | 1 2 | 40.250 69.500 |
| 3546020 | PLANE ASPH CONC PAV(0" TO 1") | SY | 33,494.000 | 4.00 | 1 2 | 1.050 2.450 |
| 3546021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 142,058.000 | 2.25 | 1 2 | 1.200 3.300 |
| 3546031 | PLANE ASPH CONC PAV(0" TO 12") | SY | 6,135.000 | 10.00 | 1 2 | 4.300 18.000 |
| 3546051 | PLANE ASPH CONC PAV (0" TO 1 1/2") | SY | 40,320.000 | 2.50 | 1 2 | 1.100 2.800 |
| 4386009 | CLEANING EXISTING JOINTS | LF | 390.000 | 25.00 | 1 2 | 15.500 35.000 |
| 5006001008 | MOBILIZATION | LS | 1.000 | 705,000.00 | 1 2 | 880,000.000 950,000.000 |
| 5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 6.000 | 10,000.00 | 1 2 | 7,500.000 50,000.000 |
| 5306008 | TURNOUTS (ACP) | SY | 564.000 | 80.00 | 1 2 | 120.000 41.000 |
| 5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 174,969.000 | 0.20 | 1 2 | 0.270 0.140 |
| 5336004 | RUMBLE STRIPS (CENTERLINE) ASPHALT | LF | 37,532.000 | 0.55 | 1 2 | 0.240 0.190 |
| 6626005 | WK ZN PAV MRK NON-REMOV (W)6"(BRK) | LF | 15,188.000 | 1.00 | 1 2 | 0.270 0.300 |
| 6626008 | WK ZN PAV MRK NON-REMOV (W)6"(SLD) | LF | 140,002.000 | 0.30 | 1 2 | 0.270 0.300 |
| 6626035 | WK ZN PAV MRK NON-REMOV (Y)6"(BRK) | LF | 13,526.000 | 0.30 | 1 2 | 0.270 0.300 |
| 6626037 | WK ZN PAV MRK NON-REMOV (Y)6"(SLD) | LF | 97,471.000 | 0.25 | 1 2 | 0.270 0.300 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 11,383.000 | 1.00 | 1 2 | 2.350 1.700 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 18,274.000 | 1.20 | 1 2 | 2.600 1.700 |
| 6666030007 | REFL PAV MRK TY I (W)8"(DOT)(100MIL) | LF | 604.000 | 1.25 | 1 2 | 2.600 2.600 |
| 6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 6,587.000 | 1.10 | 1 2 | 1.550 1.250 |
| 6666042007 | REFL PAV MRK TY I (W)12"(SLD)(100MIL) | LF | 670.000 | 8.00 | 1 2 | 7.200 5.750 |
| 6666048007 | REFL PAV MRK TY I (W)24"(SLD)(100MIL) | LF | 4,398.000 | 4.00 | 1 2 | 13.500 10.000 |
| 6666054007 | REFL PAV MRK TY I (W)(ARROW)(100MIL) | EA | 67.000 | 145.00 | 1 2 | 220.000 205.000 |
| 6666078007 | REFL PAV MRK TY I (W)(WORD)(100MIL) | EA | 39.000 | 175.00 | 1 2 | 350.000 250.000 |
| 6666132007 | REFL PAV MRK TY I (Y)6"(DOT)(100MIL) | LF | 154.000 | 3.30 | 1 2 | 2.850 2.350 |
| 6666147007 | REFL PAV MRK TY I (Y)24"(SLD)(100MIL) | LF | 303.000 | 5.00 | 1 2 | 10.250 10.500 |
| 6666306007 | RE PM W/RET REQ TY I (W)6"(BRK)(100MIL) | LF | 15,188.000 | 0.55 | 1 2 | 0.810 0.890 |
| 6666309007 | RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) | LF | 133,415.000 | 0.55 | 1 2 | 0.760 0.830 |
| 6666318007 | RE PM W/RET REQ TY I (Y)6"(BRK)(100MIL) | LF | 13,526.000 | 0.85 | 1 2 | 0.810 0.890 |
| 6666321007 | RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL) | LF | 97,471.000 | 0.85 | 1 2 | 0.780 0.830 |
| 6726007 | REFL PAV MRKR TY I-C | EA | 880.000 | 4.00 | 1 2 | 5.550 5.900 |
| 6726009 | REFL PAV MRKR TY II-A-A | EA | 1,719.000 | 3.50 | 1 2 | 5.550 5.900 |
| 30766001 | D-GR HMA TY-B PG64-22 | TON | 6,748.000 | 140.00 | 1 2 | 120.000 90.000 |
| 30766066 | TACK COAT | GAL | 3,143.000 | 6.00 | 1 2 | 5.000 10.000 |
| 30776034 | SP MIXES SP-C SAC-B PG76-22 | TON | 38,383.000 | 125.00 | 1 2 | 117.000 135.000 |
| 30776055 | SP MIXES SP-D SAC-B PG70-22 (LEVEL-UP) | TON | 1,729.000 | 200.00 | 1 2 | 140.000 175.000 |
| 40016001 | ASPHALT PLUG EXP JOINT | LF | 390.000 | 125.00 | 1 2 | 300.000 270.000 |
| 60016001 | PORTABLE CHANGEABLE MESSAGE SIGN | DAY | 420.000 | 100.00 | 1 2 | 180.000 75.000 |
| 61856002002 | TMA (STATIONARY) | DAY | 150.000 | 300.00 | 1 2 | 230.000 200.000 |
| 61856003002 | TMA (MOBILE OPERATION) | HR | 160.000 | 80.00 | 1 2 | 170.000 130.000 |
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