Tabulation of Bids for Project STP 1702(367)HESG
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County: | FRANKLIN | Let Date: | 06/07/17 |
Type: | PROFILE EDGELINE AND CENTERLINE MARKINGS | Seq No: | 3230 |
Time: | 36 WORKING DAYS | Project ID: | STP 1702(367)HESG |
Highway: | US 67 | Contract #: | 06173230 |
Length: | 71.630 | CCSJ: | 0010-04-021 |
Limits: | |||
From: | SH 37 S | Check: | $16,000 |
To: | HOPKINS COUNTY LINE | Misc Cost: | $15,511.00 |
Estimate | $695,994.85 | % Over/Under | Company |
Bidder 1 | $382,000.00 | -45.11% | STRIPE-A-ZONE, INC. |
Bidder 2 | $431,565.67 | -37.99% | TOTAL HIGHWAY MAINTENANCE, LLC |
Bidder 3 | $549,172.56 | -21.10% | TRP CONSTRUCTION GROUP, LLC |
Bidder 4 | $972,647.74 | +39.75% | STRIPING TECHNOLOGY, L.P. |
Bidder 5 | $974,801.70 | +40.06% | HIGHWAY GRAPHICS, LLC |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
5006001 | MOBILIZATION | LS | 1.000 | 70,506.59 | 1 2 3 4 5 | 0.600 4,800.000 40,000.000 5,000.000 65,000.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 3.000 | 8,000.00 | 1 2 3 4 5 | 0.010 2,600.000 2,500.000 5,000.000 5,000.000 |
5336001 | RUMBLE STRIPS (SHOULDER) | LF | 50,156.000 | 0.18 | 1 2 3 4 5 | 0.110 0.100 0.100 0.250 0.300 |
5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 24,428.000 | 0.30 | 1 2 3 4 5 | 0.110 0.130 0.200 0.250 0.500 |
6666283 | REF PROF PAV MRK TY I(W)4"(SLD)(090MIL) | LF | 679,373.000 | 0.54 | 1 2 3 4 5 | 0.350 0.390 0.460 0.900 0.750 |
6666287 | REF PROF PAV MRK TY I(Y)4"(SLD)(090MIL) | LF | 255,560.000 | 0.54 | 1 2 3 4 5 | 0.350 0.390 0.480 0.950 0.750 |
6666291 | REF PROF PAV MRK TY I(Y)4"(BRK)(090MIL) | LF | 39,790.000 | 0.62 | 1 2 3 4 5 | 0.350 0.400 0.480 1.000 1.150 |
6666301 | RE PM W/RET REQ TY I (W)4"(SLD)(060MIL) | LF | 53,234.000 | 0.51 | 1 2 3 4 5 | 0.170 0.160 0.180 0.220 0.700 |
6666310 | RE PM W/RET REQ TY I (Y)4"(BRK)(060MIL) | LF | 660.000 | 0.75 | 1 2 3 4 5 | 0.980 0.180 1.000 1.000 10.000 |
6666311 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 4,710.000 | 0.35 | 1 2 3 4 5 | 0.350 0.240 1.000 0.300 1.150 |
6666313 | RE PM W/RET REQ TY I (Y)4"(SLD)(060MIL) | LF | 5,511.000 | 0.52 | 1 2 3 4 5 | 0.200 0.160 0.260 1.000 0.850 |
6666314 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 26,616.000 | 0.30 | 1 2 3 4 5 | 0.200 0.210 0.300 0.300 0.750 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 5,832.000 | 2.65 | 1 2 3 4 5 | 2.550 2.400 2.250 2.180 8.000 |