Tabulation of Bids for Project F 2024(764)
Last Update: Thursday, April 18, 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: | MCLENNAN | Let Date: | 02/02/24 |
| Type: | SURFACING/ROADWAY RESTORATION | Seq No: | 3204 |
| Time: | 120 WORKING DAYS | Project ID: | F 2024(764) |
| Highway: | SH 6 | Contract #: | 02243204 |
| Length: | 0.000 | CCSJ: | 0049-01-095 |
| Limits: | |||
| From: | SH 164 | Check: | $100,000 |
| To: | FALLS COUNTY LINE | Misc Cost: | |
| Estimate | $29,068,891.09 | % Over/Under | Company |
| Bidder 1 | $22,852,587.83 | -21.38% | BIG CREEK CONSTRUCTION, LTD. |
| Bidder 2 | $26,259,213.67 | -9.67% | TEXAS MATERIALS GROUP, INC. |
| Bidder 3 | $26,782,412.37 | -7.87% | KNIFE RIVER CORPORATION - SOUTH |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1046054 | REMOVING CONCRETE(MOW STRIP) | LF | 4,750.000 | 15.00 | 1 2 3 | 14.000 8.000 10.250 |
| 1346001 | BACKFILL (TY A) | STA | 1,932.100 | 222.50 | 1 2 3 | 150.000 160.000 210.000 |
| 3516004 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(8") | SY | 5,000.000 | 95.00 | 1 2 3 | 60.000 68.000 88.500 |
| 3546220 | PLANE ASPH CONC PAV (0" TO 2" MICRO) | SY | 932,640.000 | 2.00 | 1 2 3 | 1.280 1.850 1.810 |
| 4326045 | RIPRAP (MOW STRIP)(4 IN) | CY | 404.100 | 621.31 | 1 2 3 | 650.000 625.000 645.000 |
| 4386002 | CLEANING AND SEALING EXIST JOINTS(CL3) | LF | 1,124.000 | 38.60 | 1 2 3 | 40.000 27.640 38.000 |
| 4386004 | CLEANING AND SEALING EXIST JOINTS(CL7) | LF | 1,607.700 | 50.35 | 1 2 3 | 40.000 33.510 43.000 |
| 4796001 | ADJUSTING MANHOLES | EA | 2.000 | 3,000.00 | 1 2 3 | 1,500.000 1,800.000 2,300.000 |
| 5006001008 | MOBILIZATION | LS | 1.000 | 2,600,000.00 | 1 2 3 | 1,625,000.000 780,000.000 2,350,000.000 |
| 5026001008 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 8.000 | 10,000.00 | 1 2 3 | 3,000.000 2,560.000 40,000.000 |
| 5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 363,717.000 | 0.40 | 1 2 3 | 0.200 0.180 0.250 |
| 5406002001 | MTL W-BEAM GD FEN (STEEL POST) | LF | 4,910.000 | 31.29 | 1 2 3 | 35.000 27.000 31.000 |
| 5406006001 | MTL BEAM GD FEN TRANS (THRIE-BEAM) | EA | 29.000 | 2,560.00 | 1 2 3 | 2,900.000 2,700.000 3,000.000 |
| 5406014001 | SHORT RADIUS | LF | 65.000 | 150.00 | 1 2 3 | 50.000 24.000 48.000 |
| 5406016001 | DOWNSTREAM ANCHOR TERMINAL SECTION | EA | 2.000 | 1,400.00 | 1 2 3 | 1,411.000 1,100.000 1,400.000 |
| 5426001 | REMOVE METAL BEAM GUARD FENCE | LF | 4,750.000 | 3.79 | 1 2 3 | 9.000 3.000 2.700 |
| 5426004 | RM MTL BM GD FENCE TRANS (THRIE-BEAM) | EA | 29.000 | 366.67 | 1 2 3 | 340.000 250.000 270.000 |
| 5446001 | GUARDRAIL END TREATMENT (INSTALL) | EA | 30.000 | 3,312.50 | 1 2 3 | 3,500.000 2,850.000 3,100.000 |
| 5446003 | GUARDRAIL END TREATMENT (REMOVE) | EA | 29.000 | 452.12 | 1 2 3 | 475.000 275.000 270.000 |
| 6586062 | INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2(BI) | EA | 56.000 | 62.50 | 1 2 3 | 50.000 38.000 45.000 |
| 6626005 | WK ZN PAV MRK NON-REMOV (W)6"(BRK) | LF | 47,760.000 | 0.40 | 1 2 3 | 0.220 0.500 0.540 |
| 6626008 | WK ZN PAV MRK NON-REMOV (W)6"(SLD) | LF | 189,669.000 | 0.33 | 1 2 3 | 0.220 0.220 0.240 |
| 6626012 | WK ZN PAV MRK NON-REMOV (W)8"(SLD) | LF | 30,427.000 | 0.57 | 1 2 3 | 0.260 0.500 0.540 |
| 6626037 | WK ZN PAV MRK NON-REMOV (Y)6"(SLD) | LF | 183,008.000 | 0.33 | 1 2 3 | 0.220 0.220 0.240 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 19,087.000 | 1.17 | 1 2 3 | 1.500 0.930 1.450 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 4,591.000 | 2.07 | 1 2 3 | 1.500 0.930 1.450 |
| 6666030007 | REFL PAV MRK TY I (W)8"(DOT)(100MIL) | LF | 7,596.000 | 2.03 | 1 2 3 | 1.250 1.300 1.400 |
| 6666036007 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 30,427.000 | 1.37 | 1 2 3 | 1.250 1.000 1.080 |
| 6666048007 | REFL PAV MRK TY I (W)24"(SLD)(100MIL) | LF | 1,055.000 | 17.52 | 1 2 3 | 7.000 6.250 6.720 |
| 6666306007 | RE PM W/RET REQ TY I (W)6"(BRK)(100MIL) | LF | 47,760.000 | 0.66 | 1 2 3 | 0.880 0.800 0.860 |
| 6666309007 | RE PM W/RET REQ TY I (W)6"(SLD)(100MIL) | LF | 189,669.000 | 0.71 | 1 2 3 | 0.920 0.700 0.750 |
| 6666321007 | RE PM W/RET REQ TY I (Y)6"(SLD)(100MIL) | LF | 183,008.000 | 0.69 | 1 2 3 | 0.880 0.700 0.750 |
| 6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 127.000 | 300.00 | 1 2 3 | 250.000 205.000 220.000 |
| 6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 100.000 | 400.00 | 1 2 3 | 300.000 240.000 258.000 |
| 6686092 | PREFAB PAV MRK TY C (W) (36")(YLD TRI) | EA | 863.000 | 50.00 | 1 2 3 | 60.000 40.000 43.000 |
| 6726007 | REFL PAV MRKR TY I-C | EA | 2,277.000 | 4.30 | 1 2 3 | 6.000 5.000 5.250 |
| 30766043 | D-GR HMA TY-D PG70-22 (LEVEL-UP) | TON | 51,297.000 | 120.00 | 1 2 3 | 88.000 102.200 119.000 |
| 30806007 | STONE-MTRX-ASPH SMA-D SAC-A PG76-22 | TON | 102,590.000 | 131.00 | 1 2 3 | 120.000 145.000 134.000 |
| 30806029 | TACK COAT | GAL | 93,264.000 | 3.38 | 1 2 3 | 3.500 2.950 0.010 |
| 30856001 | UNDERSEAL COURSE | GAL | 233,166.000 | 7.50 | 1 2 3 | 1.500 4.850 0.010 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 6.000 | 11,810.00 | 1 2 3 | 7,500.000 10,000.000 15,000.000 |
| 60566001 | PREFORMED IN-LANE(TRANS) RUMBLE STRIP | LF | 80.000 | 25.00 | 1 2 3 | 25.000 25.000 26.500 |
| 61856002002 | TMA (STATIONARY) | DAY | 270.000 | 628.19 | 1 2 3 | 350.000 240.000 250.000 |
| 61856003002 | TMA (MOBILE OPERATION) | HR | 1,800.000 | 24.33 | 1 2 3 | 73.000 40.000 20.000 |
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