Tabulation of Bids for Project STP 1702(545)HESG
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County: | RUNNELS | Let Date: | 07/11/17 |
Type: | CENTERLINE AND SHOULDER TEXTURING | Seq No: | 3036 |
Time: | 164 WORKING DAYS | Project ID: | STP 1702(545)HESG |
Highway: | US 83 | Contract #: | 07173036 |
Length: | 321.436 | CCSJ: | 0035-01-033 |
Limits: | |||
From: | VARIOUS LOCATIONS IN SJT DISTRICT | Check: | $58,000 |
To: | Misc Cost: | $1,000.00 |
Estimate | $2,920,138.19 | % Over/Under | Company |
Bidder 1 | $2,069,426.76 | -29.13% | STRIPE-A-ZONE, INC. |
Bidder 2 | $2,570,386.94 | -11.98% | D. I. J. CONSTRUCTION, INC. |
Bidder 3 | $2,595,121.27 | -11.13% | DOUBLE A CONTRACTING, L.P. |
Bidder 4 | $2,772,955.30 | -5.04% | TOTAL HIGHWAY MAINTENANCE, LLC |
Bidder 5 | $2,821,530.21 | -3.38% | L&L COMPANY |
Bidder 6 | $2,837,880.71 | -2.82% | TRP CONSTRUCTION GROUP, LLC |
Bidder 7 | $3,324,953.18 | +13.86% | PAVEMENT MARKINGS INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
5006001 | MOBILIZATION | LS | 1.000 | 165,000.00 | 1 2 3 4 5 6 7 | 150.040 60,000.000 15,000.000 35,000.000 1.000 85,000.000 35,000.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 10.000 | 1,800.00 | 1 2 3 4 5 6 7 | 2.220 1,000.000 2,000.000 3,745.000 1.000 1,500.000 100.000 |
5336001 | RUMBLE STRIPS (SHOULDER) | LF | 45,494.000 | 0.15 | 1 2 3 4 5 6 7 | 0.160 0.150 0.140 0.100 0.110 0.150 0.180 |
5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 20,499.000 | 0.17 | 1 2 3 4 5 6 7 | 0.175 0.300 0.210 0.120 0.150 0.250 0.280 |
6666035 | REFL PAV MRK TY I (W)8"(SLD)(090MIL) | LF | 4,285.000 | 0.78 | 1 2 3 4 5 6 7 | 0.780 0.650 0.700 0.600 1.000 0.850 1.900 |
6666047 | REFL PAV MRK TY I (W)24"(SLD)(090MIL) | LF | 106.000 | 12.00 | 1 2 3 4 5 6 7 | 10.000 10.000 12.000 5.700 10.000 10.000 14.200 |
6666137 | REFL PAV MRK TY I (Y)8"(SLD)(090MIL) | LF | 520.000 | 0.78 | 1 2 3 4 5 6 7 | 1.000 1.000 1.000 0.650 5.000 1.500 3.900 |
6666283 | REF PROF PAV MRK TY I(W)4"(SLD)(090MIL) | LF | 2,873,434.000 | 0.46 | 1 2 3 4 5 6 7 | 0.340 0.420 0.410 0.440 0.440 0.450 0.520 |
6666287 | REF PROF PAV MRK TY I(Y)4"(SLD)(090MIL) | LF | 942,992.000 | 0.47 | 1 2 3 4 5 6 7 | 0.340 0.440 0.420 0.440 0.440 0.450 0.550 |
6666291 | REF PROF PAV MRK TY I(Y)4"(BRK)(090MIL) | LF | 298,220.000 | 0.49 | 1 2 3 4 5 6 7 | 0.340 0.550 0.430 0.450 0.440 0.550 0.650 |
6666299 | RE PM W/RET REQ TY I (W)4"(BRK)(090MIL) | LF | 33,020.000 | 0.31 | 1 2 3 4 5 6 7 | 0.250 0.260 0.240 0.230 0.210 0.300 0.350 |
6666302 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 398,566.000 | 0.31 | 1 2 3 4 5 6 7 | 0.215 0.210 0.210 0.210 0.210 0.230 0.160 |
6666311 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 48,140.000 | 0.31 | 1 2 3 4 5 6 7 | 0.250 0.210 0.210 0.230 0.210 0.300 0.340 |
6666314 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 178,742.000 | 0.31 | 1 2 3 4 5 6 7 | 0.215 0.210 0.210 0.210 0.210 0.240 0.300 |
6726006 | REFL PAV MRKR TY I-A | EA | 26.000 | 3.00 | 1 2 3 4 5 6 7 | 10.000 2.200 4.000 7.500 10.000 4.000 6.400 |
6726007 | REFL PAV MRKR TY I-C | EA | 1,760.000 | 3.00 | 1 2 3 4 5 6 7 | 2.250 2.200 2.750 2.700 3.000 3.500 3.400 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 32,040.000 | 3.00 | 1 2 3 4 5 6 7 | 2.250 2.200 2.400 2.500 2.500 2.650 2.500 |
6726018 | TRAFFIC BUTTON TY B | EA | 115,673.000 | 1.80 | 1 2 3 4 5 6 7 | 2.000 1.550 2.120 2.300 2.500 1.550 1.800 |
60566002 | PREFORMED CENTERLINE RUMBLE STRIP | LF | 96,390.000 | 3.08 | 1 2 3 4 5 6 7 | 2.100 3.150 3.900 4.000 5.000 4.250 6.400 |