Tabulation of Bids for Project F 2025(088)
Last Update: Wednesday, November 27, 2024
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| County: | HILL | Let Date: | 09/05/24 |
| Type: | SURFACING/ROADWAY RESTORATION | Seq No: | 3020 |
| Time: | 60 WORKING DAYS | Project ID: | F 2025(088) |
| Highway: | SH 31 | Contract #: | 09243020 |
| Length: | 0.000 | CCSJ: | 0162-13-002 |
| Limits: | |||
| From: | SH 31 C SOUTH OF HUBBARD | Check: | $100,000 |
| To: | SH 31C NORTH OF HUBBARD | Misc Cost: | |
| Estimate | $9,439,338.02 | % Over/Under | Company |
| Bidder 1 | $7,287,639.65 | -22.80% | BIG CREEK CONSTRUCTION, LTD. |
| Bidder 2 | $7,594,314.70 | -19.55% | KNIFE RIVER CORPORATION - SOUTH |
| Bidder 3 | $7,966,894.90 | -15.60% | TEXAS MATERIALS GROUP, INC. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 3467004 | STONE-MTRX-ASPH SMA-C SAC-B PG76-22 | TON | 40,625.000 | 160.00 | 1 2 3 | 130.000 136.500 144.000 |
| 3517007 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(8") | SY | 5,942.000 | 66.00 | 1 2 3 | 70.000 99.000 81.000 |
| 3547039 | PLANE ASPH CONC PAV(2" TO 4") | SY | 295,443.000 | 4.00 | 1 2 3 | 2.500 1.500 2.700 |
| 5007001 | MOBILIZATION | LS | 1.000 | 550,000.00 | 1 2 3 | 296,000.000 625,000.000 146,000.000 |
| 5027001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 4.000 | 8,000.00 | 1 2 3 | 5,000.000 19,000.000 2,500.000 |
| 5037002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 4.000 | 13,000.00 | 1 2 3 | 5,000.000 7,500.000 4,500.000 |
| 5057001 | TMA (STATIONARY) | DAY | 88.000 | 250.00 | 1 2 3 | 300.000 250.000 270.000 |
| 5057002 | TMA (MOBILE OPERATION) | HR | 152.000 | 62.00 | 1 2 3 | 60.000 50.000 40.000 |
| 6627112 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 81,087.000 | 1.90 | 1 2 3 | 0.250 0.010 0.950 |
| 6627113 | WK ZN PAV MRK SHT TERM (TAB)TY Y | EA | 5,305.000 | 1.10 | 1 2 3 | 0.250 0.010 0.950 |
| 6667018 | REFL PAV MRK TY I (W)8"(DOT)(100MIL) | LF | 3,686.000 | 1.43 | 1 2 3 | 1.500 2.110 1.300 |
| 6667024 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 17,519.000 | 1.25 | 1 2 3 | 1.000 1.090 1.000 |
| 6667036 | REFL PAV MRK TY I (W)24"(SLD)(100MIL) | LF | 600.000 | 10.00 | 1 2 3 | 7.000 7.780 7.000 |
| 6667290 | TY I HIGH PERF PM (W)6"(BRK)(100MIL) | LF | 26,302.000 | 0.82 | 1 2 3 | 1.000 0.810 1.000 |
| 6667293 | TY I HIGH PERF PM (W)6"(SLD)(100MIL) | LF | 104,835.000 | 0.82 | 1 2 3 | 0.850 0.780 0.800 |
| 6667305 | TY I HIGH PERF PM (Y)6"(SLD)(100MIL) | LF | 106,110.000 | 0.86 | 1 2 3 | 0.850 0.780 0.800 |
| 6667347 | PAVEMENT SLER 6" | LF | 6,802.000 | 1.10 | 1 2 3 | 0.550 0.280 0.500 |
| 6687111 | PREFAB PM TY C (W)(36")(YLD TRI) | EA | 240.000 | 5.29 | 1 2 3 | 40.000 55.000 37.500 |
| 6727004 | REFL PAV MRKR TY II-A-A | EA | 45.000 | 7.00 | 1 2 3 | 7.000 5.500 6.000 |
| 6727006 | REFL PAV MRKR TY II-C-R | EA | 2,223.000 | 6.50 | 1 2 3 | 7.000 4.400 6.000 |
| 6777001 | ELIM EXT PM & MRKS (4") | LF | 6,574.000 | 1.00 | 1 2 3 | 1.250 0.780 1.000 |
| 6777004 | ELIM EXT PM & MRKS (8") | LF | 228.000 | 1.10 | 1 2 3 | 1.350 1.100 1.000 |
| 6787035 | PAV SURF PREP FOR MRK (BLAST CLN)(6") | LF | 6,802.000 | 0.10 | 1 2 3 | 0.500 1.100 0.300 |
| 30067001 | UNDERSEAL COURSE | GAL | 73,891.000 | 3.75 | 1 2 3 | 2.500 0.010 4.000 |
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