Tabulation of Bids for Project NH 2019(735)
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: | WILBARGER | Let Date: | 04/02/19 |
Type: | MILL AND OVERLAY | Seq No: | 3014 |
Time: | 50 WORKING DAYS | Project ID: | NH 2019(735) |
Highway: | US 287 | Contract #: | 04193014 |
Length: | 36.000 | CCSJ: | 0043-05-108 |
Limits: | |||
From: | HARDEMAN COUNTY LINE | Check: | $100,000 |
To: | PEASE RIVER | Misc Cost: | $5,000.00 |
Estimate | $6,653,793.43 | % Over/Under | Company |
Bidder 1 | $6,884,724.00 | +3.47% | DUININCK, INC. |
Bidder 2 | $7,274,355.74 | +9.33% | ZACK BURKETT CO. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1346002 | BACKFILL (TY B) | STA | 145.000 | 100.00 | 1 2 | 185.000 295.000 |
3426002003 | PFC (ASPHALT) PG76-22 | TON | 2,191.000 | 110.00 | 1 2 | 720.000 780.000 |
3426006003 | PFC-C (AGGREGATE)(PG76 MIX) SAC-A | TON | 34,357.000 | 110.00 | 1 2 | 74.000 61.570 |
3446122001 | SUPERPAVE MIXTURES SP-D PG70-22 | TON | 10,674.000 | 70.00 | 1 2 | 100.000 91.620 |
3546021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 498,535.000 | 1.00 | 1 2 | 1.050 1.760 |
5006001 | MOBILIZATION | LS | 1.000 | 603,526.68 | 1 2 | 360,000.000 408,295.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 3.000 | 5,000.00 | 1 2 | 33,500.000 12,000.000 |
5306011 | INTRSCT, DRVWAYS, & TURNOUT (ACP) | SY | 30,762.000 | 7.83 | 1 2 | 14.500 13.000 |
5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 12,822.000 | 0.17 | 1 2 | 0.210 0.940 |
5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 250,220.000 | 0.13 | 1 2 | 0.150 0.270 |
6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 10,784.000 | 2.50 | 1 2 | 1.050 1.000 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 1,600.000 | 2.00 | 1 2 | 1.050 1.000 |
6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 9,271.000 | 1.18 | 1 2 | 1.050 0.910 |
6666300007 | RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) | LF | 35,920.000 | 0.78 | 1 2 | 0.460 0.590 |
6666303007 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 172,645.000 | 0.51 | 1 2 | 0.370 0.460 |
6666312007 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 3,187.000 | 0.47 | 1 2 | 0.460 0.590 |
6666315007 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 156,694.000 | 0.47 | 1 2 | 0.370 0.460 |
6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 48.000 | 14.50 | 1 2 | 12.500 17.550 |
6686089 | PREFAB PAV MRK TY C (W) (RR XING) | EA | 3.000 | 700.00 | 1 2 | 940.000 760.500 |
6726007 | REFL PAV MRKR TY I-C | EA | 12.000 | 3.65 | 1 2 | 5.250 5.850 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 321.000 | 2.57 | 1 2 | 5.250 5.850 |
6726010 | REFL PAV MRKR TY II-C-R | EA | 1,790.000 | 2.71 | 1 2 | 5.250 3.690 |
30666001 | BONDING COURSE | GAL | 128,248.000 | 1.81 | 1 2 | 0.010 3.220 |
61856002 | TMA (STATIONARY) | DAY | 50.000 | 61.00 | 1 2 | 295.000 125.000 |
61856003 | TMA (MOBILE OPERATION) | HR | 76.000 | 42.00 | 1 2 | 94.000 23.400 |