Tabulation of Bids for Project STP 1702(040)
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County: | EL PASO | Let Date: | 05/03/17 |
Type: | FY 2017 STRIPING PROJECTS | Seq No: | 3213 |
Time: | 120 WORKING DAYS | Project ID: | STP 1702(040) |
Highway: | VA | Contract #: | 05173213 |
Length: | 1.000 | CCSJ: | 0924-00-082 |
Limits: | |||
From: | DISTRICTWIDE | Check: | $22,000 |
To: | . | Misc Cost: | $22,500.00 |
Estimate | $1,121,338.62 | % Over/Under | Company |
Bidder 1 | $815,945.44 | -27.23% | PMI PAVEMENT MARKING, INC. |
Bidder 2 | $839,557.24 | -25.13% | L&L COMPANY |
Bidder 3 | $854,083.19 | -23.83% | STRIPE-A-ZONE, INC. |
Bidder 4 | $886,870.60 | -20.91% | VIZCAINO, L.P. |
Bidder 5 | $1,025,885.96 | -8.51% | TOTAL HIGHWAY MAINTENANCE, LLC |
Bidder 6 | $1,178,007.24 | +5.05% | TRP CONSTRUCTION GROUP, LLC |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
5006001 | MOBILIZATION | LS | 1.000 | 71,508.20 | 1 2 3 4 5 6 | 50,000.000 1.000 6,500.000 10,000.000 52,000.000 110,000.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 6.000 | 7,500.00 | 1 2 3 4 5 6 | 1.000 1.000 1.000 1.000 2,000.000 2,500.000 |
6666005 | REFL PAV MRK TY I (W)4"(DOT)(090MIL) | LF | 1,815.000 | 1.00 | 1 2 3 4 5 6 | 0.300 1.000 1.250 0.190 1.000 2.000 |
6666035 | REFL PAV MRK TY I (W)8"(SLD)(090MIL) | LF | 22,395.000 | 0.65 | 1 2 3 4 5 6 | 0.400 0.400 0.615 0.500 0.690 0.700 |
6666041 | REFL PAV MRK TY I (W)12"(SLD)(090MIL) | LF | 5,869.000 | 2.50 | 1 2 3 4 5 6 | 1.800 2.000 1.000 1.000 2.800 2.500 |
6666044 | REFL PAV MRK TY I (W)18"(SLD)(090MIL) | LF | 560.000 | 5.50 | 1 2 3 4 5 6 | 4.000 4.000 3.750 2.000 5.000 3.500 |
6666047 | REFL PAV MRK TY I (W)24"(SLD)(090MIL) | LF | 3,216.000 | 5.25 | 1 2 3 4 5 6 | 5.000 4.000 3.750 3.000 5.500 6.000 |
6666081 | REFL PAV MRK TY I(W)(ENTR GORE)(100MIL) | EA | 2.000 | 500.00 | 1 2 3 4 5 6 | 375.000 1,000.000 800.000 700.000 505.000 1,200.000 |
6666084 | REFL PAV MRK TY I(W)(EXIT GORE)(100MIL) | EA | 2.000 | 500.00 | 1 2 3 4 5 6 | 450.000 1,000.000 1,050.000 700.000 549.000 900.000 |
6666116 | REFL PAV MRK TY I (W)(BIKE DOT)(090MIL) | EA | 11,256.000 | 0.75 | 1 2 3 4 5 6 | 0.600 1.500 0.300 1.000 1.000 0.750 |
6666170 | REFL PAV MRK TY II (W) 4" (SLD) | LF | 160,386.000 | 0.10 | 1 2 3 4 5 6 | 0.060 0.120 0.100 0.120 0.100 0.100 |
6666207 | REFL PAV MRK TY II (Y) 4" (SLD) | LF | 156,779.000 | 0.10 | 1 2 3 4 5 6 | 0.060 0.120 0.100 0.120 0.100 0.100 |
6666302 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 207,726.000 | 0.25 | 1 2 3 4 5 6 | 0.180 0.190 0.215 0.200 0.250 0.250 |
6666303 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 1,377,321.000 | 0.25 | 1 2 3 4 5 6 | 0.180 0.190 0.215 0.210 0.250 0.260 |
6666305 | RE PM W/RET REQ TY I (W)6"(BRK)(090MIL) | LF | 17,612.000 | 0.55 | 1 2 3 4 5 6 | 0.270 0.350 0.380 0.300 0.380 0.550 |
6666311 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 184,558.000 | 0.25 | 1 2 3 4 5 6 | 0.180 0.190 0.300 0.200 0.250 0.300 |
6666312 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 204,082.000 | 0.25 | 1 2 3 4 5 6 | 0.180 0.200 0.215 0.210 0.250 0.310 |
6666314 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 109,656.000 | 0.27 | 1 2 3 4 5 6 | 0.180 0.190 0.215 0.200 0.250 0.240 |
6666315 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 345,042.000 | 0.25 | 1 2 3 4 5 6 | 0.180 0.200 0.235 0.210 0.250 0.260 |
6666342 | REF PROF PAV MRK TY I(W)4"(SLD)(100MIL) | LF | 160,386.000 | 0.60 | 1 2 3 4 5 6 | 0.550 0.500 0.420 0.600 0.530 0.520 |
6666345 | REF PROF PAV MRK TY I(Y)4"(SLD)(100MIL) | LF | 156,779.000 | 0.60 | 1 2 3 4 5 6 | 0.550 0.500 0.420 0.600 0.530 0.520 |
6726007 | REFL PAV MRKR TY I-C | EA | 1,649.000 | 2.50 | 1 2 3 4 5 6 | 2.000 2.400 5.000 2.500 2.600 2.500 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 2,709.000 | 2.50 | 1 2 3 4 5 6 | 2.000 2.400 3.500 2.500 2.600 2.500 |
6726010 | REFL PAV MRKR TY II-C-R | EA | 1,075.000 | 2.50 | 1 2 3 4 5 6 | 2.000 2.400 5.000 2.500 2.600 2.500 |
6776001 | ELIM EXT PAV MRK & MRKS (4") | LF | 317,165.000 | 0.20 | 1 2 3 4 5 6 | 0.220 0.300 0.200 0.250 0.200 0.350 |
6786001 | PAV SURF PREP FOR MRK (4") | LF | 317,165.000 | 0.08 | 1 2 3 4 5 6 | 0.010 0.010 0.005 0.010 0.010 0.030 |