Tabulation of Bids for Project STP 2017(514)
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| County: | JOHNSON | Let Date: | 01/05/17 |
| Type: | MICROSURFACING | Seq No: | 3241 |
| Time: | 90 WORKING DAYS | Project ID: | STP 2017(514) |
| Highway: | FM 917 | Contract #: | 01173241 |
| Length: | 1.981 | CCSJ: | 1181-04-044 |
| Limits: | |||
| From: | CR 616 | Check: | $10,000.00 |
| To: | DIVIDED SECTION OF FM 917 | Misc Cost: | $50,200.00 |
| Estimate | $510,511.48 | % Over/Under | Company |
| Bidder 1 | $470,738.12 | -7.79% | OLDCASTLE MATERIALS TEXAS, INC. |
| Bidder 2 | $546,993.80 | +7.15% | NORTHEASTERN PAVERS, INC. |
| Bidder 3 | $592,105.84 | +15.98% | PEACHTREE CONSTRUCTION, LTD. |
| Bidder 4 | $682,821.00 | +33.75% | BRETT CONSTRUCTION COMPANY |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1346001 | BACKFILL (TY A) | STA | 26.200 | 250.00 | 1 2 3 4 |
240.000 225.000 220.000 800.000 |
| 3476001 | TOM (ASPHALT) PG 76 - 22 | TON | 136.000 | 200.00 | 1 2 3 4 |
124.000 450.000 198.000 240.000 |
| 3476002 | TOM - C (AGGREGATE) SAC - A | TON | 1868.000 | 120.00 | 1 2 3 4 |
124.000 120.000 198.000 240.000 |
| 3516008 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (12") | SY | 930.000 | 94.69 | 1 2 3 4 |
70.100 75.000 82.000 72.000 |
| 3516027 | FLEX PAVEMENT STRUCTURE REPAIR (2.5") | SY | 1394.000 | 25.00 | 1 2 3 4 |
24.500 30.000 22.500 16.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 43682.86 | 1 2 3 4 |
47100.000 125000.000 50000.000 45000.000 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 2.000 | 15000.00 | 1 2 3 4 |
22600.000 1000.000 3500.000 6000.000 |
| 5066042002 | BIODEG EROSN CONT LOGS (INSTL) (18") | LF | 500.000 | 8.30 | 1 2 3 4 |
5.000 0.010 10.000 6.000 |
| 5066043002 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 500.000 | 1.35 | 1 2 3 4 |
1.000 0.010 2.000 2.000 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB) TY W | EA | 31.000 | 5.00 | 1 2 3 4 |
1.060 1.000 1.500 10.000 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 | EA | 1302.000 | 3.00 | 1 2 3 4 |
1.060 1.000 1.500 1.000 |
| 6666035 | REFL PAV MRK TY I (W) 8" (SLD) (090MIL) | LF | 550.000 | 3.00 | 1 2 3 4 |
1.000 0.780 0.850 1.000 |
| 6666047 | REFL PAV MRK TY I (W) 24" (SLD) (090MIL) | LF | 24.000 | 10.00 | 1 2 3 4 |
7.100 5.800 6.500 10.000 |
| 6666053 | REFL PAV MRK TY I (W) (ARROW) (090MIL) | EA | 4.000 | 200.00 | 1 2 3 4 |
122.150 100.000 110.000 400.000 |
| 6666077 | REFL PAV MRK TY I (W) (WORD) (090MIL) | EA | 4.000 | 220.00 | 1 2 3 4 |
142.900 117.000 125.000 400.000 |
| 6666302 | RE PM W / RET REQ TY I (W) 4" (SLD) (090 | LF | 21102.000 | 1.00 | 1 2 3 4 |
0.380 0.300 0.320 0.500 |
| 6666311 | RE PM W / RET REQ TY I (Y) 4" (BRK) (090 | LF | 818.000 | 1.00 | 1 2 3 4 |
0.380 0.300 0.320 1.000 |
| 6666314 | RE PM W / RET REQ TY I (Y) 4" (SLD) (090 | LF | 17392.000 | 1.00 | 1 2 3 4 |
0.380 0.300 0.320 0.500 |
| 6726007 | REFL PAV MRKR TY I - C | EA | 52.000 | 5.00 | 1 2 3 4 |
6.120 5.000 5.500 10.000 |
| 6726009 | REFL PAV MRKR TY II - A - A | EA | 682.000 | 5.00 | 1 2 3 4 |
3.670 3.000 3.200 5.000 |
| 6776007 | ELIM EXT PAV MRK & MRKS (24") | LF | 24.000 | 3.40 | 1 2 3 4 |
1.550 1.250 1.400 10.000 |
| 6776008 | ELIM EXT PAV MRK & MRKS (ARROW) | EA | 4.000 | 61.83 | 1 2 3 4 |
42.750 35.000 38.000 100.000 |
| 6776012 | ELIM EXT PAV MRK & MRKS (WORD) | EA | 4.000 | 60.00 | 1 2 3 4 |
36.650 30.000 32.000 100.000 |