Tabulation of Bids for Project STP 1702(095)HES
Last Update: Wednesday, August 02, 2017
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| County: | SHELBY | Let Date: | 05/03/17 |
| Type: | TEXTURIZE SHOULDERS | Seq No: | 3207 |
| Time: | 36 WORKING DAYS | Project ID: | STP 1702(095)HES |
| Highway: | SH 7 | Contract #: | 05173207 |
| Length: | 146.478 | CCSJ: | 0059-05-044 |
| Limits: | |||
| From: | 0.052 MI E OF SL 500 | Check: | $29,000 |
| To: | 0.833 MI W OF US 84, ETC. | Misc Cost: | $500.00 |
| Estimate | $1,457,986.00 | % Over/Under | Company |
| Bidder 1 | $831,249.46 | -42.99% | STRIPE-A-ZONE, INC. |
| Bidder 2 | $903,396.18 | -38.04% | INTERSTATE BARRICADES & MARKINGS, INC. |
| Bidder 3 | $974,803.10 | -33.14% | BATTERSON, LLP |
| Bidder 4 | $995,977.90 | -31.69% | D. I. J. CONSTRUCTION, INC. |
| Bidder 5 | $1,021,210.36 | -29.96% | TOTAL HIGHWAY MAINTENANCE, LLC |
| Bidder 6 | $1,080,591.55 | -25.88% | TRP CONSTRUCTION GROUP, LLC |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 5006001 | MOBILIZATION | LS | 1.000 | 150,000.00 | 1 2 3 4 5 6 | 0.010 85,000.000 17,000.000 22,000.000 25,000.000 90,000.000 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 3.000 | 2,500.00 | 1 2 3 4 5 6 | 0.010 5,000.000 750.000 10.000 5,200.000 3,500.000 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 1,269,022.000 | 0.25 | 1 2 3 4 5 6 | 0.089 0.080 0.150 0.100 0.130 0.110 |
| 5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 399,708.000 | 0.25 | 1 2 3 4 5 6 | 0.089 0.090 0.240 0.230 0.150 0.170 |
| 6666035 | REFL PAV MRK TY I (W)8"(SLD)(090MIL) | LF | 13,990.000 | 0.75 | 1 2 3 4 5 6 | 0.950 0.500 0.640 0.550 0.660 0.650 |
| 6666224 | PAVEMENT SEALER 4" | LF | 16,328.000 | 0.25 | 1 2 3 4 5 6 | 0.120 0.100 0.040 0.420 0.150 0.250 |
| 6666299 | RE PM W/RET REQ TY I (W)4"(BRK)(090MIL) | LF | 90,920.000 | 0.25 | 1 2 3 4 5 6 | 0.185 0.180 0.182 0.230 0.220 0.250 |
| 6666302 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 1,527,210.000 | 0.25 | 1 2 3 4 5 6 | 0.185 0.180 0.180 0.220 0.200 0.220 |
| 6666311 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 116,832.000 | 0.25 | 1 2 3 4 5 6 | 0.185 0.180 0.182 0.220 0.220 0.250 |
| 6666314 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 1,141,126.000 | 0.25 | 1 2 3 4 5 6 | 0.180 0.180 0.180 0.210 0.210 0.220 |
| 6686075 | PREFAB PAV MRK TY C (W) (18") (SLD) | LF | 90.000 | 10.00 | 1 2 3 4 5 6 | 9.000 8.000 9.800 9.150 9.400 7.500 |
| 6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 240.000 | 15.00 | 1 2 3 4 5 6 | 11.500 11.000 14.000 9.150 13.750 9.000 |
| 6686077 | PREFAB PAV MRK TY C (W) (ARROW) | EA | 40.000 | 200.00 | 1 2 3 4 5 6 | 190.000 185.000 230.000 170.000 234.000 165.000 |
| 6686085 | PREFAB PAV MRK TY C (W) (WORD) | EA | 40.000 | 225.00 | 1 2 3 4 5 6 | 225.000 240.000 320.000 245.000 311.000 200.000 |
| 6686089 | PREFAB PAV MRK TY C (W) (RR XING) | EA | 2.000 | 500.00 | 1 2 3 4 5 6 | 450.000 500.000 640.000 650.000 744.000 500.000 |
| 6686108 | PREFAB PAV MRK TY C (Y) (24") (SLD) | LF | 3,972.000 | 10.00 | 1 2 3 4 5 6 | 11.500 10.000 12.000 7.000 12.000 9.000 |
| 6726007 | REFL PAV MRKR TY I-C | EA | 5,560.000 | 3.00 | 1 2 3 4 5 6 | 2.550 2.660 2.300 2.200 2.800 2.350 |
| 6726009 | REFL PAV MRKR TY II-A-A | EA | 20,881.000 | 3.00 | 1 2 3 4 5 6 | 2.550 2.660 2.300 2.200 2.800 2.350 |
| 6776001 | ELIM EXT PAV MRK & MRKS (4") | LF | 16,328.000 | 0.50 | 1 2 3 4 5 6 | 0.425 0.500 0.340 0.700 0.250 0.250 |
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