Tabulation of Bids for Project NH 2013(487)
Last Update: Thursday, March 7, 2013
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| County: | SCURRY | Let Date: | 03/07/13 |
| Type: | DEEP MILL & FILL, OVERLAY | Seq No: | 3231 |
| Time: | 38 WORKING DAYS | Project ID: | NH 2013(487) |
| Highway: | US 84 | Contract #: | 03133231 |
| Length: | 11.286 | CCSJ: | 0053-09-069 |
| Limits: | |||
| From: | EAST OF HERMLEIGH | Check: | $50,000.00 |
| To: | NEAR BU 84-G IN SNYDER(WBL ONLY) | Misc Cost: | |
| Estimate | $2,493,593.50 | % Over/Under | Company |
| Bidder 1 | $2,338,232.48 | -6.23% | CONTRACT PAVING CO. |
| Bidder 2 | $2,973,890.66 | +19.26% | PRICE CONSTRUCTION, LTD. |
| Bidder 3 | $3,217,007.75 | +29.01% | JONES BROS. DIRT & PAVING CONTRACTORS, INC. |
| Bidder 4 | $3,236,655.40 | +29.80% | J. H. STRAIN & SONS, INC. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 3182164010 | AGGR (TY - PB GR - 4 SAC - B) | CY | 1534.000 | 72.00 | 1 2 3 4 |
0.000 0.000 87.000 120.000 |
| 3182409010 | A - R BINDER (TYPE II) | GAL | 74092.000 | 3.00 | 1 2 3 4 |
0.000 0.000 3.360 3.500 |
| 3542045 | PLANE ASPH CONC PAV (2") | SY | 19120.000 | 3.00 | 1 2 3 4 |
1.500 2.680 2.680 2.600 |
| 3542049 | PLANE ASPH CONC PAV (6") | SY | 20650.000 | 5.00 | 1 2 3 4 |
2.000 5.050 6.000 4.500 |
| 5002001011 | MOBILIZATION | LS | 1.000 | 155000.00 | 1 2 3 4 |
55000.000 200000.000 429500.000 125000.000 |
| 5022001033 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 3.000 | 5000.00 | 1 2 3 4 |
3000.000 9800.000 3300.000 4000.000 |
| 5332006014 | SHOULDER TEXTURING (MILLED) (ASPHALT) | LF | 61905.000 | 0.15 | 1 2 3 4 |
0.100 0.120 0.110 0.200 |
| 6622001 | WK ZN PAV MRK NON - REMOV (W) 4" (BRK) | LF | 9230.000 | 0.30 | 1 2 3 4 |
0.220 0.270 0.240 0.300 |
| 6622004 | WK ZN PAV MRK NON - REMOV (W) 4" (SLD) | LF | 36108.000 | 0.20 | 1 2 3 4 |
0.200 0.270 0.220 0.280 |
| 6622012 | WK ZN PAV MRK NON - REMOV (W) 8" (SLD) | LF | 2225.000 | 0.50 | 1 2 3 4 |
0.600 0.740 0.660 0.700 |
| 6622032 | WK ZN PAV MRK NON - REMOV (Y) 4" (SLD) | LF | 35708.000 | 0.20 | 1 2 3 4 |
0.200 0.270 0.220 0.280 |
| 6622113 | WK ZN PAV MRK SHT TERM (TAB) TY W | EA | 4615.000 | 1.00 | 1 2 3 4 |
2.000 1.460 2.000 1.500 |
| 6662036 | REFL PAV MRK TY I (W) 8" (SLD) (100MIL) | LF | 2225.000 | 0.75 | 1 2 3 4 |
0.950 1.180 1.050 1.250 |
| 6662048 | REFL PAV MRK TY I (W) 24" (SLD) (100MIL) | LF | 120.000 | 5.00 | 1 2 3 4 |
10.000 12.370 11.000 12.000 |
| 6722010034 | REFL PAV MRKR TY I - A | EA | 170.000 | 2.50 | 1 2 3 4 |
3.000 3.710 3.300 4.000 |
| 6722017034 | REFL PAV MRKR TY II - C - R | EA | 806.000 | 2.50 | 1 2 3 4 |
3.000 3.710 3.300 4.000 |
| 32692005 | PFC (ASPHALT) A - R - BNDR | TON | 612.000 | 925.00 | 1 2 3 4 |
148.000 175.000 830.500 949.000 |
| 32692007 | PFC (AGGREGATE) (A - R MIX) SAC - A | TON | 6350.000 | 70.00 | 1 2 3 4 |
148.000 175.000 80.980 143.000 |
| 32702011 | SUPERPAVE MIXTURES SP - B PG64 - 22 | TON | 4543.000 | 85.00 | 1 2 3 4 |
86.000 100.000 123.050 103.550 |
| 32702034 | SUPERPAVE MIXTURES SP - C PG64 - 22 | TON | 4375.000 | 85.00 | 1 2 3 4 |
88.000 105.000 130.500 108.000 |
| 82512003005 | RE PM W / RET REQ TY I (W) 4" (BRK) (100 | LF | 9230.000 | 0.35 | 1 2 3 4 |
0.290 0.380 0.320 0.370 |
| 82512006005 | RE PM W / RET REQ TY I (W) 4" (SLD) (100 | LF | 36108.000 | 0.30 | 1 2 3 4 |
0.280 0.380 0.310 0.370 |
| 82512018005 | RE PM W / RET REQ TY I (Y) 4" (SLD) (100 | LF | 35708.000 | 0.30 | 1 2 3 4 |
0.280 0.380 0.310 0.370 |
| 3162006016 | ASPH (AC - 20 - 5TR) | GAL | 61207.000 | 3.00 | 1 2 3 4 |
3.750 3.760 0.000 0.000 |
| 3162223016 | AGGR (TY - PB GR - 4 SAC - B) | CY | 1401.000 | 72.00 | 1 2 3 4 |
76.000 107.480 0.000 0.000 |
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