Tabulation of Bids for Project STP 2018(607)
Last Update: Tuesday, June 05, 2018
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| County: | MATAGORDA | Let Date: | 03/06/18 |
| Type: | ACP OVERLAY | Seq No: | 3018 |
| Time: | 45 WORKING DAYS | Project ID: | STP 2018(607) |
| Highway: | FM 521 | Contract #: | 03183018 |
| Length: | 8.569 | CCSJ: | 0846-03-046 |
| Limits: | |||
| From: | FM 1468 | Check: | $36,000 |
| To: | 0.057 MI WEST OF SH 60 | Misc Cost: | $1,000.00 |
| Estimate | $1,783,799.30 | % Over/Under | Company |
| Bidder 1 | $1,521,680.37 | -14.69% | DURWOOD GREENE CONSTRUCTION CO. |
| Bidder 2 | $1,593,822.80 | -10.65% | JAMES CONSTRUCTION GROUP, L.L.C. |
| Bidder 3 | $1,776,003.64 | -0.44% | ANGEL BROTHERS HOLDINGS CORP. |
| Bidder 4 | $1,945,477.78 | +9.06% | HUNTER INDUSTRIES, LTD. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1346004 | BACKFILL (TY A OR B) | STA | 312.250 | 110.00 | 1 2 3 4 | 50.000 75.500 90.000 83.250 |
| 1506002 | BLADING | HR | 20.000 | 100.00 | 1 2 3 4 | 75.000 85.000 75.000 96.900 |
| 3106001 | PRIME COAT (MULTI OPTION) | GAL | 6,939.000 | 3.00 | 1 2 3 4 | 2.250 2.500 3.500 3.420 |
| 3166224 | AGGR(TY-PB GR-4 SAC-B) | CY | 1,194.000 | 85.00 | 1 2 3 4 | 101.000 104.000 110.000 92.290 |
| 3166400 | ASPH (AC-15P OR AC-10-2TR OR CRS-2P) | GAL | 52,692.000 | 3.00 | 1 2 3 4 | 2.450 2.400 3.000 2.990 |
| 3416042001 | D-GR HMA TY-D SAC-B PG70-22 | TON | 13,288.000 | 75.00 | 1 2 3 4 | 77.000 78.000 75.000 86.100 |
| 3516002 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") | SY | 500.000 | 50.00 | 1 2 3 4 | 32.000 25.500 65.000 81.290 |
| 3546021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 115,591.000 | 1.50 | 1 2 3 4 | 0.350 0.880 1.500 1.070 |
| 5006001 | MOBILIZATION | LS | 1.000 | 131,466.00 | 1 2 3 4 | 25,000.000 30,000.000 70,000.000 181,360.110 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 3.000 | 3,000.00 | 1 2 3 4 | 1,500.000 3,004.000 10,000.000 1,845.270 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 70,100.000 | 0.22 | 1 2 3 4 | 0.230 0.130 0.200 0.150 |
| 5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 45,245.000 | 0.25 | 1 2 3 4 | 0.230 0.150 0.450 0.170 |
| 6626001 | WK ZN PAV MRK NON-REMOV (W)4"(BRK) | LF | 980.000 | 0.15 | 1 2 3 4 | 0.140 0.140 0.150 0.450 |
| 6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 166,960.000 | 0.15 | 1 2 3 4 | 0.140 0.140 0.150 0.160 |
| 6626010 | WK ZN PAV MRK NON-REMOV (W)8"(DOT) | LF | 648.000 | 0.75 | 1 2 3 4 | 0.500 0.500 0.520 0.650 |
| 6626012 | WK ZN PAV MRK NON-REMOV (W)8"(SLD) | LF | 780.000 | 0.50 | 1 2 3 4 | 0.300 0.300 0.320 0.650 |
| 6626032 | WK ZN PAV MRK NON-REMOV (Y)4"(BRK) | LF | 20,060.000 | 0.20 | 1 2 3 4 | 0.140 0.140 0.150 0.320 |
| 6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 53,500.000 | 0.15 | 1 2 3 4 | 0.140 0.140 0.150 0.320 |
| 6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 379.000 | 1.25 | 1 2 3 4 | 2.000 0.440 0.550 1.250 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 5,958.000 | 1.25 | 1 2 3 4 | 2.000 0.440 0.550 1.250 |
| 6666029 | REFL PAV MRK TY I (W)8"(DOT)(090MIL) | LF | 54.000 | 1.60 | 1 2 3 4 | 1.200 1.200 1.250 3.200 |
| 6666035 | REFL PAV MRK TY I (W)8"(SLD)(090MIL) | LF | 260.000 | 1.00 | 1 2 3 4 | 0.800 0.800 0.850 1.800 |
| 6666299 | RE PM W/RET REQ TY I (W)4"(BRK)(090MIL) | LF | 490.000 | 0.30 | 1 2 3 4 | 0.340 0.340 0.360 0.450 |
| 6666302 | RE PM W/RET REQ TY I (W)4"(SLD)(090MIL) | LF | 90,490.000 | 0.30 | 1 2 3 4 | 0.330 0.330 0.360 0.320 |
| 6666311 | RE PM W/RET REQ TY I (Y)4"(BRK)(090MIL) | LF | 8,860.000 | 0.30 | 1 2 3 4 | 0.340 0.340 0.360 0.360 |
| 6666314 | RE PM W/RET REQ TY I (Y)4"(SLD)(090MIL) | LF | 28,678.000 | 0.30 | 1 2 3 4 | 0.340 0.340 0.360 0.320 |
| 6686076 | PREFAB PAV MRK TY C (W) (24") (SLD) | LF | 24.000 | 12.00 | 1 2 3 4 | 12.000 12.000 13.000 14.200 |
| 6726007 | REFL PAV MRKR TY I-C | EA | 43.000 | 4.00 | 1 2 3 4 | 3.500 3.500 4.000 3.400 |
| 6726009 | REFL PAV MRKR TY II-A-A | EA | 874.000 | 4.00 | 1 2 3 4 | 3.500 3.500 4.000 2.900 |
| 60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 2.000 | 8,000.00 | 1 2 3 4 | 5,000.000 5,500.000 2,500.000 3,897.000 |
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