Tabulation of Bids for Project NH 2016(147)
Last Update: Wednesday, January 4, 2017
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| County: | HOOD | Let Date: | 01/04/17 |
| Type: | THIN OVERLAY MIXTURE (TOM) | Seq No: | 3019 |
| Time: | 32 WORKING DAYS | Project ID: | NH 2016(147) |
| Highway: | US 377 | Contract #: | 01173019 |
| Length: | 21.517 | CCSJ: | 0080-04-096 |
| Limits: | |||
| From: | SH 171 | Check: | $64,000.00 |
| To: | FM 167N | Misc Cost: | $6,000.00 |
| Estimate | $3,522,073.49 | % Over/Under | Company |
| Bidder 1 | $3,213,559.48 | -8.76% | NORTHEASTERN PAVERS, INC. |
| Bidder 2 | $3,222,085.62 | -8.52% | OLDCASTLE MATERIALS TEXAS, INC. |
| Bidder 3 | $3,908,410.98 | +10.97% | PEACHTREE CONSTRUCTION, LTD. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1346002 | BACKFILL (TY B) | STA | 866.440 | 150.00 | 1 2 3 |
35.000 120.000 150.000 |
| 3476001 | TOM (ASPHALT) PG 76 - 22 | TON | 1615.000 | 160.00 | 1 2 3 |
475.000 105.000 135.000 |
| 3476002 | TOM - C (AGGREGATE) SAC - A | TON | 12152.000 | 110.00 | 1 2 3 |
82.000 111.000 136.000 |
| 3476006 | TOM - C (AGGREGATE) SAC - B | TON | 9977.000 | 95.00 | 1 2 3 |
82.000 101.000 131.000 |
| 3546002 | PLAN & TEXT ASPH CONC PAV (0" TO 2") | SY | 161029.000 | 2.00 | 1 2 3 |
0.750 1.000 1.050 |
| 5006001 | MOBILIZATION | LS | 1.000 | 290000.00 | 1 2 3 |
300000.000 204649.000 210000.000 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 2.000 | 3000.00 | 1 2 3 |
5000.000 24000.000 12000.000 |
| 5066029002 | EARTHWORK (EROSN & SEDMT CONT, IN VEH) | CY | 60.000 | 30.00 | 1 2 3 |
0.010 65.000 150.000 |
| 5066041002 | BIODEG EROSN CONT LOGS (INSTL) (12") | LF | 3000.000 | 4.00 | 1 2 3 |
0.010 2.750 4.500 |
| 5066043002 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 3000.000 | 1.00 | 1 2 3 |
0.010 0.550 0.850 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 116507.000 | 0.17 | 1 2 3 |
0.150 0.110 0.120 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB) TY W | EA | 5634.000 | 1.50 | 1 2 3 |
1.000 0.950 1.500 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 | EA | 6210.000 | 1.50 | 1 2 3 |
1.000 0.950 1.500 |
| 6666036 | REFL PAV MRK TY I (W) 8" (SLD) (100MIL) | LF | 6033.000 | 1.50 | 1 2 3 |
0.780 0.750 0.700 |
| 6666042 | REFL PAV MRK TY I (W) 12" (SLD) (100MIL) | LF | 507.000 | 3.50 | 1 2 3 |
2.900 3.250 2.400 |
| 6666048 | REFL PAV MRK TY I (W) 24" (SLD) (100MIL) | LF | 76.000 | 7.50 | 1 2 3 |
5.800 8.500 8.500 |
| 6666054 | REFL PAV MRK TY I (W) (ARROW) (100MIL) | EA | 42.000 | 110.00 | 1 2 3 |
100.000 110.000 100.000 |
| 6666078 | REFL PAV MRK TY I (W) (WORD) (100MIL) | EA | 36.000 | 125.00 | 1 2 3 |
117.000 112.000 105.000 |
| 6666093 | REFL PAV MRK TY I (W) (RR XING) (100MIL) | EA | 1.000 | 400.00 | 1 2 3 |
425.000 550.000 550.000 |
| 6666147 | REFL PAV MRK TY I (Y) 24" (SLD) (100MIL) | LF | 500.000 | 7.50 | 1 2 3 |
5.800 5.750 5.500 |
| 6666300 | RE PM W / RET REQ TY I (W) 4" (BRK) (100 | LF | 16750.000 | 0.35 | 1 2 3 |
0.300 0.320 0.320 |
| 6666303 | RE PM W / RET REQ TY I (W) 4" (SLD) (100 | LF | 224034.000 | 0.35 | 1 2 3 |
0.280 0.280 0.280 |
| 6666312 | RE PM W / RET REQ TY I (Y) 4" (BRK) (100 | LF | 16590.000 | 0.35 | 1 2 3 |
0.300 0.320 0.320 |
| 6666315 | RE PM W / RET REQ TY I (Y) 4" (SLD) (100 | LF | 144849.000 | 0.35 | 1 2 3 |
0.280 0.270 0.280 |
| 6726007 | REFL PAV MRKR TY I - C | EA | 1444.000 | 3.25 | 1 2 3 |
2.800 2.600 2.750 |
| 6726009 | REFL PAV MRKR TY II - A - A | EA | 2033.000 | 3.25 | 1 2 3 |
2.800 2.600 2.750 |
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