Tabulation of Bids for Project C 71-1-60
Last Update: Friday, December 13, 2024
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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: | MCCULLOCH | Let Date: | 11/07/24 |
| Type: | PREVENTIVE MAINTENANCE | Seq No: | 3218 |
| Time: | 53 WORKING DAYS | Project ID: | C 71-1-60 |
| Highway: | US 87 | Contract #: | 11243218 |
| Length: | 31.328 | CCSJ: | 0071-01-060 |
| Limits: | |||
| From: | .5 MI S OF SH 71 | Check: | $65,000 |
| To: | 1 MI. N OF SAN SABA RIVER | Misc Cost: | |
| Estimate | $3,270,391.50 | % Over/Under | Company |
| Bidder 1 | $3,936,577.18 | +20.37% | RONALD R. WAGNER & CO., LP |
| Bidder 2 | $4,516,277.48 | +38.10% | ALLEN KELLER COMPANY |
| Bidder 3 | $4,595,982.03 | +40.53% | CLARK CONSTRUCTION OF TEXAS, INC. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 3167023 | ASPH (AC-20-5TR) | TON | 1,524.000 | 800.00 | 1 2 3 | 870.000 1,150.590 906.050 |
| 3167032 | ASPH (RC-250) | TON | 36.000 | 500.00 | 1 2 3 | 1,290.000 1,455.340 850.000 |
| 3167208 | AGGR (TY-PB, GR-3)(SAC-B) | CY | 9,266.000 | 115.00 | 1 2 3 | 93.540 147.680 114.080 |
| 3167249 | AGGR (TY-B, GR-4) | CY | 238.000 | 130.00 | 1 2 3 | 150.000 283.340 70.000 |
| 3547031 | PLANE ASPH CONC PAV(0" TO 1") | SY | 650,116.000 | 0.70 | 1 2 3 | 1.340 1.090 1.000 |
| 5007001 | MOBILIZATION | LS | 1.000 | 243,000.00 | 1 2 3 | 633,994.600 195,000.000 1,271,800.000 |
| 5027004 | BARRICADES, SIGNS AND TRAFFIC HANDLING | EA | 3.000 | 3,000.00 | 1 2 3 | 0.010 47,884.400 12,500.000 |
| 5057003 | TMA (MOBILE OPERATION) | DAY | 40.000 | 200.00 | 1 2 3 | 0.010 937.930 0.010 |
| 6627112 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 1,288.000 | 0.10 | 1 2 3 | 1.500 1.650 0.010 |
| 6627114 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 21,547.000 | 0.10 | 1 2 3 | 1.500 1.650 0.010 |
| 6667172 | RE PM TY II (W) 6" (BRK) | LF | 17,175.000 | 0.25 | 1 2 3 | 0.170 0.220 0.200 |
| 6667175 | RE PM TY II (W) 6" (SLD) | LF | 303,534.000 | 0.40 | 1 2 3 | 0.170 0.220 0.200 |
| 6667177 | RE PM TY II (W) 8" (DOT) | LF | 148.000 | 2.00 | 1 2 3 | 1.000 0.520 0.400 |
| 6667179 | RE PM TY II (W) 8" (SLD) | LF | 536.000 | 0.60 | 1 2 3 | 1.000 0.360 0.400 |
| 6667184 | RE PM TY II (W) 24" (SLD) | LF | 782.000 | 4.50 | 1 2 3 | 3.000 3.940 7.000 |
| 6667186 | RE PM TY II (W) (ARROW) | EA | 6.000 | 100.00 | 1 2 3 | 65.000 77.890 200.000 |
| 6667192 | RE PM TY II (W) (LN REDUCT ARW) | EA | 20.000 | 150.00 | 1 2 3 | 100.000 207.690 300.000 |
| 6667194 | RE PM TY II (W) (WORD) | EA | 2.000 | 120.00 | 1 2 3 | 75.000 83.080 250.000 |
| 6667211 | RE PM TY II (Y) 6" (BRK) | LF | 28,997.000 | 0.30 | 1 2 3 | 0.170 0.220 0.200 |
| 6667213 | RE PM TY II (Y) 6" (SLD) | LF | 193,715.000 | 0.25 | 1 2 3 | 0.170 0.220 0.200 |
| 6667217 | RE PM TY II (Y) 24" (SLD) | LF | 230.000 | 4.50 | 1 2 3 | 5.000 3.940 7.000 |
| 6727002 | REFL PAV MRKR TY I-C | EA | 215.000 | 6.00 | 1 2 3 | 5.000 4.310 6.000 |
| 6727004 | REFL PAV MRKR TY II-A-A | EA | 5,232.000 | 5.00 | 1 2 3 | 4.250 4.310 5.000 |
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