Tabulation of Bids for Project F 2021(723)
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: | NEWTON | Let Date: | 07/02/21 |
Type: | SURFACING/ROADWAY RESTORATION | Seq No: | 3228 |
Time: | 47 WORKING DAYS | Project ID: | F 2021(723) |
Highway: | SH 12 | Contract #: | 07213228 |
Length: | 3.130 | CCSJ: | 0499-02-031 |
Limits: | |||
From: | SH 87, NORTH | Check: | $32,000 |
To: | LA STATE LINE | Misc Cost: |
Estimate | $1,586,504.89 | % Over/Under | Company |
Bidder 1 | $1,509,217.56 | -4.87% | DREWERY CONSTRUCTION COMPANY, INCORPORATED |
Bidder 2 | $1,652,627.16 | +4.17% | TEXAS MATERIALS GROUP, INC. |
Bidder 3 | $1,677,242.41 | +5.72% | A. L. HELMCAMP, INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
3406103003 | D-GR HMA(SQ) TY-D SAC-A PG64-22 | TON | 162.000 | 94.00 | 1 2 3 | 95.000 153.000 166.000 |
3406272003 | TACK COAT | GAL | 177.000 | 4.00 | 1 2 3 | 4.870 6.800 15.000 |
3546029 | PLANE ASPH CONC PAV(0" TO 6") | SY | 81,959.000 | 4.50 | 1 2 3 | 1.150 1.850 1.700 |
3616034 | FULL - DEPTH REPAIR CPCD (9") | SY | 1,000.000 | 115.00 | 1 2 3 | 461.250 460.000 250.000 |
4546008 | HEADER TYPE EXPANSION JOINT | CF | 217.000 | 310.00 | 1 2 3 | 384.380 380.000 400.000 |
4546009 | JOINT SEALANT | LF | 1,040.000 | 10.00 | 1 2 3 | 17.940 17.850 19.750 |
5006001 | MOBILIZATION | LS | 1.000 | 144,200.00 | 1 2 3 | 40,000.000 95,300.000 125,000.000 |
5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 4.000 | 4,500.00 | 1 2 3 | 6,438.230 900.000 1,200.000 |
5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 28,771.000 | 0.16 | 1 2 3 | 0.600 0.100 0.180 |
5336004 | RUMBLE STRIPS (CENTERLINE) ASPHALT | LF | 13,923.000 | 0.16 | 1 2 3 | 0.750 0.100 0.180 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 1,283.000 | 2.00 | 1 2 3 | 3.170 1.600 1.500 |
6666302007 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 31,473.000 | 0.45 | 1 2 3 | 0.390 0.390 0.330 |
6666311007 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 3,820.000 | 0.45 | 1 2 3 | 0.390 0.390 0.330 |
6666314007 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 2,621.000 | 0.45 | 1 2 3 | 0.390 0.390 0.330 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 229.000 | 0.45 | 1 2 3 | 3.080 3.050 3.830 |
30776033 | SP MIXES SP-C SAC-A PG76-22 | TON | 7,889.000 | 100.00 | 1 2 3 | 88.500 96.500 121.000 |
30776075 | TACK COAT | GAL | 4,918.000 | 4.00 | 1 2 3 | 4.000 4.100 6.000 |
61856002002 | TMA (STATIONARY) | DAY | 31.000 | 250.00 | 1 2 3 | 94.500 330.000 250.000 |
61856005002 | TMA (MOBILE OPERATION) | DAY | 16.000 | 250.00 | 1 2 3 | 100.000 100.000 400.000 |