Tabulation of Bids for Project STP 1702(602)HESG
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County: | COCHRAN | Let Date: | 08/09/17 |
Type: | RUMBLE STRIPS CENTER AND EDGE LINE | Seq No: | 3212 |
Time: | 70 WORKING DAYS | Project ID: | STP 1702(602)HESG |
Highway: | SH 114 | Contract #: | 08173212 |
Length: | 302.697 | CCSJ: | 0130-02-023 |
Limits: | |||
From: | VARIOUS LOCATIONS | Check: | $31,000 |
To: | IN LUBBOCK DISTRICT | Misc Cost: | $28,000.00 |
Estimate | $1,547,525.55 | % Over/Under | Company |
Bidder 1 | $1,040,662.59 | -32.75% | DOUBLE A CONTRACTING, L.P. |
Bidder 2 | $1,074,432.57 | -30.57% | SURFACE PREPARATION TECHNOLOGIES, LLC |
Bidder 3 | $1,086,476.97 | -29.79% | DIAMOND SURFACE, INC. |
Bidder 4 | $1,239,184.93 | -19.92% | STRIPE-A-ZONE, INC. |
Bidder 5 | $1,243,033.17 | -19.68% | TOTAL HIGHWAY MAINTENANCE, LLC |
Bidder 6 | $1,275,456.13 | -17.58% | TRP CONSTRUCTION GROUP, LLC |
Bidder 7 | $1,334,796.74 | -13.75% | FLAT LINE, INC. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
3156004 | FOG SEAL (CSS-1H) | GAL | 66,358.000 | 5.00 | 1 2 3 4 5 6 7 | 3.690 4.250 4.000 4.250 6.890 4.000 2.100 |
5006001 | MOBILIZATION | LS | 1.000 | 127,478.85 | 1 2 3 4 5 6 7 | 10.000 75,000.000 76,115.000 100,000.000 110,250.000 122,000.000 250,000.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 5.000 | 3,000.00 | 1 2 3 4 5 6 7 | 10,000.000 100.000 1,875.000 8,000.000 4,735.000 3,000.000 1.000 |
5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 3,077,787.000 | 0.20 | 1 2 3 4 5 6 7 | 0.100 0.105 0.090 0.110 0.100 0.110 0.160 |
5336004 | RUMBLE STRIPS (CENTERLINE) ASPHALT | LF | 1,346,024.000 | 0.20 | 1 2 3 4 5 6 7 | 0.170 0.105 0.160 0.125 0.100 0.180 0.200 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 37,051.000 | 1.00 | 1 2 3 4 5 6 7 | 0.850 2.300 1.250 2.000 0.750 2.000 1.200 |
6666312 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 336,570.000 | 0.25 | 1 2 3 4 5 6 7 | 0.320 0.276 0.325 0.390 0.300 0.400 0.230 |
6666315 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 269,204.000 | 0.25 | 1 2 3 4 5 6 7 | 0.260 0.276 0.325 0.390 0.300 0.310 0.230 |