Tabulation of Bids for Project C 54-3-27
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: | COLEMAN | Let Date: | 01/04/24 |
| Type: | RESURFACE ROADWAY | Seq No: | 3006 |
| Time: | 89 WORKING DAYS | Project ID: | C 54-3-27 |
| Highway: | US 84 | Contract #: | 01243006 |
| Length: | 21.225 | CCSJ: | 0054-03-027 |
| Limits: | |||
| From: | ROUGH CREEK | Check: | $100,000 |
| To: | 2 MI N OF SH 206 | Misc Cost: | |
| Estimate | $16,227,562.50 | % Over/Under | Company |
| Bidder 1 | $14,784,351.67 | -8.89% | ALLEN KELLER COMPANY |
| Bidder 2 | $16,657,612.21 | +2.65% | DUININCK, INC. |
| Bidder 3 | $19,762,633.40 | +21.78% | CK NEWBERRY, LLC |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1106001 | EXCAVATION (ROADWAY) | CY | 441.000 | 15.00 | 1 2 3 | 33.610 46.000 75.000 |
| 1506001 | BLADING | STA | 1,128.000 | 144.00 | 1 2 3 | 39.180 150.000 300.000 |
| 3166224002 | AGGR(TY-PB GR-4 SAC-B) | CY | 5,347.000 | 180.00 | 1 2 3 | 175.010 180.000 125.000 |
| 3166405002 | ASPH (AC-20-5TR OR AC-20XP) | GAL | 180,361.000 | 5.50 | 1 2 3 | 4.590 4.300 4.250 |
| 3516002 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") | SY | 21,500.000 | 42.50 | 1 2 3 | 40.850 56.500 75.000 |
| 3546051 | PLANE ASPH CONC PAV (0" TO 1 1/2") | SY | 642,656.000 | 2.25 | 1 2 3 | 1.140 2.100 2.000 |
| 3546064 | PLANE ASPH CONC PAV (2 1/2") | SY | 3,164.000 | 3.00 | 1 2 3 | 4.580 4.650 5.250 |
| 3546127 | PLANE ASPH CONC PAV (1.5" TO 4") | SY | 1,244.000 | 4.50 | 1 2 3 | 8.480 10.000 15.000 |
| 4386002 | CLEANING AND SEALING EXIST JOINTS(CL3) | LF | 176.000 | 40.00 | 1 2 3 | 81.810 50.500 75.000 |
| 4386004 | CLEANING AND SEALING EXIST JOINTS(CL7) | LF | 406.000 | 38.00 | 1 2 3 | 81.810 36.000 85.000 |
| 4396013 | MULTI-LAYER POLYMER OVERLAY | SY | 3,164.000 | 40.00 | 1 2 3 | 49.110 38.000 50.000 |
| 4836013 | SHOT BLASTING | SY | 3,164.000 | 5.00 | 1 2 3 | 6.250 3.700 10.000 |
| 5006001008 | MOBILIZATION | LS | 1.000 | 1,200,000.00 | 1 2 3 | 1,050,000.000 1,600,000.000 1,800,000.000 |
| 5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 6.000 | 8,000.00 | 1 2 3 | 5,536.680 70,000.000 25,000.000 |
| 5306008 | TURNOUTS (ACP) | SY | 758.000 | 80.00 | 1 2 3 | 125.520 30.500 50.000 |
| 5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 224,890.000 | 0.20 | 1 2 3 | 0.070 0.120 0.250 |
| 5336004 | RUMBLE STRIPS (CENTERLINE) ASPHALT | LF | 116,695.000 | 0.40 | 1 2 3 | 0.070 0.160 0.250 |
| 6626005 | WK ZN PAV MRK NON-REMOV (W)6"(BRK) | LF | 35,488.000 | 1.00 | 1 2 3 | 0.400 0.410 0.500 |
| 6626008 | WK ZN PAV MRK NON-REMOV (W)6"(SLD) | LF | 226,247.000 | 0.30 | 1 2 3 | 0.340 0.260 0.500 |
| 6626035 | WK ZN PAV MRK NON-REMOV (Y)6"(BRK) | LF | 9,478.000 | 0.30 | 1 2 3 | 0.400 0.410 0.500 |
| 6626037 | WK ZN PAV MRK NON-REMOV (Y)6"(SLD) | LF | 180,053.000 | 0.25 | 1 2 3 | 0.380 0.260 0.500 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 9,414.000 | 1.00 | 1 2 3 | 2.780 1.450 1.500 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 50,251.000 | 1.20 | 1 2 3 | 3.060 1.450 2.000 |
| 6666030007 | REFL PAV MRK TY I (W)8"(DOT)(100MIL) | LF | 703.000 | 1.25 | 1 2 3 | 1.300 2.050 2.500 |
| 6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 1,357.000 | 1.10 | 1 2 3 | 1.300 1.250 1.200 |
| 6666048007 | REFL PAV MRK TY I (W)24"(SLD)(100MIL) | LF | 154.000 | 7.00 | 1 2 3 | 13.640 6.650 10.000 |
| 6666054007 | REFL PAV MRK TY I (W)(ARROW)(100MIL) | EA | 10.000 | 145.00 | 1 2 3 | 215.880 145.000 225.000 |
| 6666078007 | REFL PAV MRK TY I (W)(WORD)(100MIL) | EA | 4.000 | 175.00 | 1 2 3 | 386.310 195.000 250.000 |
| 6666102007 | REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) | EA | 20.000 | 40.00 | 1 2 3 | 56.810 66.500 85.000 |
| 6666306007 | RE PM W/RET REQ TY I (W)6"(BRK)(100MIL) | LF | 35,488.000 | 0.55 | 1 2 3 | 0.810 0.870 0.800 |
| 6666309007 | RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) | LF | 224,890.000 | 0.55 | 1 2 3 | 0.780 0.720 0.800 |
| 6666318007 | RE PM W/RET REQ TY I (Y)6"(BRK)(100MIL) | LF | 9,478.000 | 0.85 | 1 2 3 | 0.800 0.870 0.800 |
| 6666321007 | RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL) | LF | 189,654.000 | 0.85 | 1 2 3 | 0.790 0.720 0.800 |
| 6726007 | REFL PAV MRKR TY I-C | EA | 1,458.000 | 4.00 | 1 2 3 | 4.830 4.100 6.000 |
| 6726009 | REFL PAV MRKR TY II-A-A | EA | 2,033.000 | 3.50 | 1 2 3 | 4.830 4.100 6.000 |
| 6726012 | TRAFFIC BUTTON TY I-C | EA | 282.000 | 4.00 | 1 2 3 | 4.830 4.100 4.000 |
| 30766001 | D-GR HMA TY-B PG64-22 | TON | 870.000 | 135.00 | 1 2 3 | 138.930 170.000 175.000 |
| 30766051 | D-GR HMA TY-D PG76-22 (LEVEL-UP) | TON | 1,120.000 | 135.00 | 1 2 3 | 153.130 165.000 200.000 |
| 30766066 | TACK COAT | GAL | 1,026.000 | 6.00 | 1 2 3 | 5.080 7.500 8.500 |
| 30776034 | SP MIXES SP-C SAC-B PG76-22 | TON | 74,077.000 | 125.00 | 1 2 3 | 118.560 120.100 155.000 |
| 60016001 | PORTABLE CHANGEABLE MESSAGE SIGN | DAY | 180.000 | 100.00 | 1 2 3 | 186.940 130.000 200.000 |
| 61856002002 | TMA (STATIONARY) | DAY | 150.000 | 300.00 | 1 2 3 | 246.350 300.000 400.000 |
| 61856003002 | TMA (MOBILE OPERATION) | HR | 160.000 | 80.00 | 1 2 3 | 107.940 110.000 60.000 |
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