Tabulation of Bids for Project RMC - 635161001
Last Update: Wednesday, August 05, 2020
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: | MILAM | Let Date: | 05/07/20 |
| Type: | US 79 OVERLAY | Seq No: | 4006 |
| Time: | 39 W | Project ID: | RMC - 635161001 |
| Highway: | US0079 | Contract #: | 05204006 |
| Length: | 4.840 | CCSJ: | 6351-61-001 |
| Limits: | |||
| From: | 2.4 MI W OF FM 487 | Check: | $52,000 |
| To: | 2.0 MI W OF FM 1786 | Misc Cost: | |
| Estimate | $2,608,347.25 | % Over/Under | Company |
| Bidder 1 | $1,914,085.70 | -26.62% | KNIFE RIVER CORPORATION - SOUTH |
| Bidder 2 | $1,987,771.97 | -23.79% | BIG CREEK CONSTRUCTION, LTD. |
| Bidder 3 | $2,251,741.03 | -13.67% | TEXAS MATERIALS GROUP, INC. |
| Bidder 4 | $2,360,325.27 | -9.51% | LONE STAR PAVING COMPANY |
| Bidder 5 | $2,375,087.55 | -8.94% | ANGEL BROTHERS HOLDINGS CORP. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1326019 | EMBANKMENT (VEHICLE)(ORD COMP)(TY B) | CY | 240.000 | 40.00 | 1 2 3 4 5 | 29.000 40.000 60.000 40.000 54.000 |
| 1506001 | BLADING | STA | 12.500 | 175.00 | 1 2 3 4 5 | 215.000 550.000 215.000 500.000 65.000 |
| 1686001 | VEGETATIVE WATERING | MG | 11.500 | 70.00 | 1 2 3 4 5 | 32.000 25.000 110.000 50.000 35.000 |
| 3406120 | D-GR HMA(SQ) TY-D SAC-B PG70-22 | TON | 310.000 | 80.00 | 1 2 3 4 5 | 96.500 85.000 110.000 120.000 100.000 |
| 3476001 | TOM (ASPHALT) PG 76-22 | TON | 951.000 | 110.00 | 1 2 3 4 5 | 95.330 625.000 113.000 110.000 110.000 |
| 3476007 | TOM - F (AGGREGATE) SAC - A | TON | 13,460.000 | 120.00 | 1 2 3 4 5 | 95.330 55.000 113.000 110.000 110.000 |
| 3516013 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(4") | SY | 1,357.000 | 30.00 | 1 2 3 4 5 | 25.500 25.000 23.000 33.000 30.000 |
| 3546020 | PLANE ASPH CONC PAV(0" TO 1") | SY | 1,242.000 | 2.00 | 1 2 3 4 5 | 1.250 2.000 3.650 1.900 3.000 |
| 3546021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 14,043.000 | 1.70 | 1 2 3 4 5 | 1.300 2.000 3.200 2.300 1.750 |
| 4326045 | RIPRAP (MOW STRIP)(4 IN) | CY | 57.000 | 500.00 | 1 2 3 4 5 | 475.000 550.000 425.000 425.000 500.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 191,432.10 | 1 2 3 4 5 | 37,000.000 67,000.000 100,620.000 84,000.000 125,000.000 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 3.000 | 8,000.00 | 1 2 3 4 5 | 4,500.000 2,500.000 1,000.000 25,000.000 3,250.000 |
| 5306002 | INTERSECTIONS (ACP) | SY | 1,528.000 | 30.00 | 1 2 3 4 5 | 12.250 10.000 5.500 18.500 20.000 |
| 5306005 | DRIVEWAYS (ACP) | SY | 978.000 | 35.00 | 1 2 3 4 5 | 15.900 10.000 5.500 26.000 18.000 |
| 5406001 | MTL W-BEAM GD FEN (TIM POST) | LF | 750.000 | 23.00 | 1 2 3 4 5 | 18.400 22.000 17.750 17.750 27.000 |
| 5406016 | DOWNSTREAM ANCHOR TERMINAL SECTION | EA | 4.000 | 1,250.00 | 1 2 3 4 5 | 1,040.000 1,000.000 1,000.000 1,000.000 1,050.000 |
| 5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 4.000 | 2,800.00 | 1 2 3 4 5 | 2,465.000 2,500.000 2,375.000 2,375.000 3,200.000 |
| 6586016 | INSTL DEL ASSM (D-SW)SZ (BRF)GF1 (BI) | EA | 12.000 | 26.50 | 1 2 3 4 5 | 27.000 25.000 22.000 22.000 17.000 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 3,933.000 | 1.00 | 1 2 3 4 5 | 1.000 1.000 0.900 0.750 1.000 |
| 6626110 | WK ZN PAV MRK SHT TERM (TAB)TY Y | EA | 5,436.000 | 1.00 | 1 2 3 4 5 | 1.000 1.000 0.900 0.750 1.000 |
| 6666036 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 1,995.000 | 1.00 | 1 2 3 4 5 | 1.820 1.000 0.700 7.000 0.720 |
| 6666300 | RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) | LF | 51,115.000 | 0.40 | 1 2 3 4 5 | 0.090 0.330 0.330 0.250 0.350 |
| 6666312 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 41,624.000 | 0.40 | 1 2 3 4 5 | 0.090 0.330 0.330 0.250 0.350 |
| 6666342 | REF PROF PAV MRK TY I(W)4"(SLD)(100MIL) | LF | 51,275.000 | 0.55 | 1 2 3 4 5 | 0.680 0.500 0.500 0.580 0.500 |
| 6666345 | REF PROF PAV MRK TY I(Y)4"(SLD)(100MIL) | LF | 52,692.000 | 0.55 | 1 2 3 4 5 | 0.680 0.550 0.530 0.610 0.550 |
| 6686074 | PREFAB PAV MRK TY C (W) (12") (SLD) | LF | 102.000 | 6.80 | 1 2 3 4 5 | 8.000 8.000 7.500 7.500 7.750 |
| 6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 120.000 | 13.00 | 1 2 3 4 5 | 15.600 12.500 12.100 12.200 12.250 |
| 6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 30.000 | 220.00 | 1 2 3 4 5 | 259.000 250.000 210.000 210.000 215.000 |
| 6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 12.000 | 280.00 | 1 2 3 4 5 | 368.000 300.000 275.000 275.000 280.000 |
| 6686092 | PREFAB PAV MRK TY C (W) (36")(YLD TRI) | EA | 30.000 | 45.00 | 1 2 3 4 5 | 52.000 40.000 38.000 38.000 40.000 |
| 6726007 | REFL PAV MRKR TY I-C | EA | 613.000 | 4.00 | 1 2 3 4 5 | 4.700 3.500 3.200 3.200 3.250 |
| 6726009 | REFL PAV MRKR TY II-A-A | EA | 638.000 | 4.00 | 1 2 3 4 5 | 4.700 3.500 3.200 3.200 3.250 |
| 6726010 | REFL PAV MRKR TY II-C-R | EA | 197.000 | 4.00 | 1 2 3 4 5 | 4.700 3.500 3.200 3.200 3.250 |
| 30856001 | UNDERSEAL COURSE | GAL | 39,868.000 | 3.50 | 1 2 3 4 5 | 3.200 2.750 3.350 2.750 2.800 |
| 50926001 | FILLING MILLED ASPHALT RUMBLE STRIPS | LF | 56,049.000 | 2.50 | 1 2 3 4 5 | 0.700 2.500 1.000 2.150 3.250 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 2.000 | 3,000.00 | 1 2 3 4 5 | 3,750.000 3,500.000 2,815.000 7,500.000 3,000.000 |
| 61856002 | TMA (STATIONARY) | DAY | 31.000 | 350.00 | 1 2 3 4 5 | 400.000 250.000 385.000 250.000 225.000 |
| 61856003 | TMA (MOBILE OPERATION) | HR | 60.000 | 80.00 | 1 2 3 4 5 | 66.000 50.000 45.000 25.000 70.000 |
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