Tabulation of Bids for Project STP 2018(131)HES
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County: | ROBERTSON | Let Date: | 10/04/17 |
Type: | TEXTURIZE SHOULDERS AND CENTERLINE | Seq No: | 3210 |
Time: | 93 WORKING DAYS | Project ID: | STP 2018(131)HES |
Highway: | SH 14 | Contract #: | 10173210 |
Length: | 220.821 | CCSJ: | 0049-15-013 |
Limits: | |||
From: | FM 46 | Check: | $26,000 |
To: | SH 6 | Misc Cost: | $6,000.00 |
Estimate | $1,317,446.02 | % Over/Under | Company |
Bidder 1 | $918,845.69 | -30.26% | STRIPE-A-ZONE, INC. |
Bidder 2 | $934,894.83 | -29.04% | D. I. J. CONSTRUCTION, INC. |
Bidder 3 | $1,024,404.41 | -22.24% | TOTAL HIGHWAY MAINTENANCE, LLC |
Bidder 4 | $1,079,202.28 | -18.08% | L&L COMPANY |
Bidder 5 | $1,093,479.57 | -17.00% | BATTERSON, LLP |
Bidder 6 | $1,134,976.84 | -13.85% | TRP CONSTRUCTION GROUP, LLC |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
5006001 | MOBILIZATION | LS | 1.000 | 135,000.00 | 1 2 3 4 5 6 | 1.000 9,500.000 37,000.000 1.000 14,800.000 55,000.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 6.000 | 2,500.00 | 1 2 3 4 5 6 | 1.000 100.000 1,700.000 1.000 1,300.000 1,000.000 |
5336001 | RUMBLE STRIPS (SHOULDER) | LF | 1,028,196.000 | 0.15 | 1 2 3 4 5 6 | 0.115 0.115 0.120 0.140 0.160 0.090 |
5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 601,910.000 | 0.19 | 1 2 3 4 5 6 | 0.145 0.150 0.140 0.160 0.180 0.250 |
6666282 | REF PROF PAV MRK TY I(W)4"(SLD)(060MIL) | LF | 588,339.000 | 0.48 | 1 2 3 4 5 6 | 0.350 0.390 0.450 0.500 0.430 0.440 |
6666287 | REF PROF PAV MRK TY I(Y)4"(SLD)(090MIL) | LF | 243,154.000 | 0.50 | 1 2 3 4 5 6 | 0.400 0.460 0.450 0.600 0.450 0.600 |
6666291 | REF PROF PAV MRK TY I(Y)4"(BRK)(090MIL) | LF | 50,011.000 | 0.55 | 1 2 3 4 5 6 | 0.400 0.500 0.500 0.600 0.450 1.000 |
6666301 | RE PM W/RET REQ TY I (W)4"(SLD)(060MIL) | LF | 261,847.000 | 0.20 | 1 2 3 4 5 6 | 0.175 0.160 0.180 0.180 0.190 0.170 |
6666312 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 212,937.000 | 0.35 | 1 2 3 4 5 6 | 0.300 0.230 0.280 0.220 0.240 0.270 |
6666315 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 683,762.000 | 0.30 | 1 2 3 4 5 6 | 0.265 0.230 0.260 0.220 0.240 0.230 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 21,749.000 | 3.00 | 1 2 3 4 5 6 | 2.500 2.200 2.400 2.500 2.300 2.430 |
60566002 | PREFORMED CENTERLINE RUMBLE STRIP | LF | 14,019.000 | 5.00 | 1 2 3 4 5 6 | 3.200 3.850 2.400 5.000 7.000 4.570 |