Tabulation of Bids for Project STP 2021(381)
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: | 02/04/21 |
Type: | SURFACING/ROADWAY RESTORATION | Seq No: | 3023 |
Time: | 45 WORKING DAYS | Project ID: | STP 2021(381) |
Highway: | SH 87 | Contract #: | 02213023 |
Length: | 5.781 | CCSJ: | 0305-01-035 |
Limits: | |||
From: | 0.05 MI NORTH OF CR 4012, SOUTH | Check: | $34,000 |
To: | 0.05 MI NORTH OF CR 3038 | Misc Cost: |
Estimate | $1,707,125.90 | % Over/Under | Company |
Bidder 1 | $1,498,772.65 | -12.20% | TEXAS MATERIALS GROUP, INC. |
Bidder 2 | $1,658,436.76 | -2.85% | DREWERY CONSTRUCTION COMPANY, INCORPORATED |
Bidder 3 | $1,834,654.24 | +7.47% | A. L. HELMCAMP, INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1346004 | BACKFILL (TY A OR B) | STA | 305.000 | 120.00 | 1 2 3 | 182.860 228.000 150.000 |
3516025 | FLEX PAVEMENT STRUCTURE REPAIR (8"-15") | SY | 800.000 | 88.00 | 1 2 3 | 88.940 59.000 150.000 |
3546051 | PLANE ASPH CONC PAV (0" TO 1 1/2") | SY | 2,489.000 | 2.50 | 1 2 3 | 2.650 3.250 4.500 |
5006001 | MOBILIZATION | LS | 1.000 | 141,000.00 | 1 2 3 | 16,261.500 75,000.000 110,000.000 |
5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 3.000 | 1,500.00 | 1 2 3 | 5,573.610 18,500.000 10,000.000 |
5306005 | DRIVEWAYS (ACP) | SY | 669.000 | 26.00 | 1 2 3 | 32.870 22.000 42.000 |
5306016 | DRIVEWAYS (BASE) | SY | 865.000 | 27.00 | 1 2 3 | 50.820 20.000 42.000 |
5336001 | RUMBLE STRIPS (SHOULDER) | LF | 61,048.000 | 0.15 | 1 2 3 | 0.140 0.180 0.190 |
5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 30,524.000 | 0.15 | 1 2 3 | 0.160 0.180 0.190 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 1,127.000 | 1.00 | 1 2 3 | 2.600 0.890 0.750 |
6666302007 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 61,048.000 | 0.30 | 1 2 3 | 0.370 0.360 0.430 |
6666311007 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 6,470.000 | 0.30 | 1 2 3 | 0.380 0.360 0.520 |
6666314007 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 19,939.000 | 0.30 | 1 2 3 | 0.370 0.360 0.430 |
6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 88.000 | 12.00 | 1 2 3 | 11.030 10.750 16.000 |
6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 2.000 | 58.00 | 1 2 3 | 215.250 210.000 320.000 |
6686116 | PREFAB PAV MRK TY C(EVAC SYM, BLUE/WHT) | EA | 5.000 | 350.00 | 1 2 3 | 435.750 420.000 240.000 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 382.000 | 3.10 | 1 2 3 | 4.730 4.700 5.500 |
30766049 | D-GR HMA TY-D SAC-A PG76-22 | TON | 12,872.000 | 100.00 | 1 2 3 | 91.900 98.000 104.000 |
30766066 | TACK COAT | GAL | 15,602.000 | 4.15 | 1 2 3 | 1.620 3.300 3.000 |
61856002002 | TMA (STATIONARY) | DAY | 45.000 | 200.00 | 1 2 3 | 52.500 52.000 100.000 |
61856005002 | TMA (MOBILE OPERATION) | DAY | 15.000 | 100.00 | 1 2 3 | 105.000 105.000 100.000 |