Tabulation of Bids for Project STP 2019(435)
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County: | RUSK | Let Date: | 01/08/19 |
Type: | PLAN,CAM,HARST,SUPERPV,OCST,PFC SURF,SIGNS,PM | Seq No: | 3039 |
Time: | 90 WORKING DAYS | Project ID: | STP 2019(435) |
Highway: | US 79 | Contract #: | 01193039 |
Length: | 5.761 | CCSJ: | 0246-01-034 |
Limits: | |||
From: | US 259 (TRAFFIC STAR)IN HENDERSON,E | Check: | $100,000 |
To: | CR344, 3 MI W OF FM 348 | Misc Cost: | $4,000.00 |
Estimate | $5,687,717.03 | % Over/Under | Company |
Bidder 1 | $5,843,498.19 | +2.74% | MADDEN CONTRACTING COMPANY, LLC. |
Bidder 2 | $6,436,044.82 | +13.16% | DREWERY CONSTRUCTION COMPANY, INCORPORATED |
Bidder 3 | $6,763,065.88 | +18.91% | EAST TEXAS BRIDGE, INC. |
Bidder 4 | $6,936,390.48 | +21.95% | LONGVIEW BRIDGE AND ROAD, LTD. |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1346001 | BACKFILL (TY A) | STA | 294.000 | 225.00 | 1 2 3 4 | 400.000 415.000 375.000 300.000 |
1646054 | BOND FBR MTRX SEED (PERM)(RURAL)(SAND) | SY | 65,400.000 | 0.75 | 1 2 3 4 | 0.770 0.850 0.850 0.850 |
1646055 | BONDED FBR MTRX SEED (TEMP)(WARM) | SY | 32,700.000 | 0.75 | 1 2 3 4 | 0.250 0.700 0.750 0.730 |
1646056 | BONDED FBR MTRX SEED (TEMP)(COOL) | SY | 32,700.000 | 0.75 | 1 2 3 4 | 0.250 0.700 0.700 0.700 |
1686001 | VEGETATIVE WATERING | MG | 1,439.000 | 7.50 | 1 2 3 4 | 10.000 10.000 8.000 3.000 |
3166007 | ASPH (A-R TYPE II) | GAL | 15,953.000 | 12.00 | 1 2 3 4 | 16.500 17.000 15.000 18.000 |
3166406 | ASPH (AC-20XP, AC-10-2TR, OR AC-20-5TR) | GAL | 58,908.000 | 3.25 | 1 2 3 4 | 2.750 2.000 4.000 3.700 |
3166407 | AGGR (TY-PD GR-3 OR TY-PL GR-3) | CY | 1,693.000 | 120.00 | 1 2 3 4 | 161.950 100.000 165.000 146.000 |
3426002003 | PFC (ASPHALT) PG76-22 | TON | 614.000 | 120.00 | 1 2 3 4 | 130.000 1.000 150.000 150.000 |
3426006003 | PFC-C (AGGREGATE)(PG76 MIX) SAC-A | TON | 9,621.000 | 120.00 | 1 2 3 4 | 130.000 150.000 150.000 150.000 |
3446034001 | SUPERPAVE MIXTURES SP-C PG64-22 | TON | 16,732.000 | 90.00 | 1 2 3 4 | 101.500 115.000 110.000 110.000 |
3446168001 | SUPERPAVE MIXTURES SP-D PG64-22(LEV-UP) | TON | 5,442.000 | 85.00 | 1 2 3 4 | 100.000 110.000 115.000 110.000 |
3516002 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") | SY | 2,000.000 | 50.00 | 1 2 3 4 | 50.000 60.000 60.000 68.000 |
3546045 | PLANE ASPH CONC PAV (2") | SY | 69,996.000 | 2.50 | 1 2 3 4 | 1.000 2.000 2.000 1.400 |
3546051 | PLANE ASPH CONC PAV (0" TO 1 1/2") | SY | 1,911.000 | 3.00 | 1 2 3 4 | 1.500 5.000 2.000 3.400 |
3546057 | PLANE ASPH CONC PAV (4") | SY | 49,474.000 | 3.00 | 1 2 3 4 | 2.000 3.000 3.250 2.850 |
5006001 | MOBILIZATION | LS | 1.000 | 500,000.00 | 1 2 3 4 | 308,000.000 300,000.000 350,000.000 550,000.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 6.000 | 5,000.00 | 1 2 3 4 | 2,500.000 2,500.000 6,000.000 5,000.000 |
5066038004 | TEMP SEDMT CONT FENCE (INSTALL) | LF | 2,000.000 | 2.50 | 1 2 3 4 | 2.450 2.000 3.000 3.000 |
5066039004 | TEMP SEDMT CONT FENCE (REMOVE) | LF | 2,000.000 | 0.75 | 1 2 3 4 | 0.900 1.000 1.000 1.100 |
5306005 | DRIVEWAYS (ACP) | SY | 5,885.000 | 25.00 | 1 2 3 4 | 23.500 22.000 30.000 27.000 |
5306017 | DRIVEWAYS (CONC) (HES) | SY | 143.000 | 110.00 | 1 2 3 4 | 100.000 125.000 80.000 100.000 |
5336001 | RUMBLE STRIPS (SHOULDER) | LF | 57,780.000 | 0.25 | 1 2 3 4 | 0.160 0.150 0.200 0.180 |
5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 28,890.000 | 0.25 | 1 2 3 4 | 0.160 0.270 0.250 0.180 |
5606004 | MAILBOX INSTALL-S (TWG-POST) TY 2 | EA | 70.000 | 250.00 | 1 2 3 4 | 259.750 275.000 190.000 285.000 |
5606005 | MAILBOX INSTALL-D (TWG-POST) TY 2 | EA | 7.000 | 350.00 | 1 2 3 4 | 310.240 325.000 230.000 340.000 |
5606006 | MAILBOX INSTALL-M (TWG-POST) TY 2 | EA | 2.000 | 400.00 | 1 2 3 4 | 415.810 435.000 345.000 460.000 |
6446035 | IN SM RD SN SUP&AM TYS80(1)SA(U-2EXT) | EA | 2.000 | 875.00 | 1 2 3 4 | 909.610 1,000.000 800.000 1,000.000 |
6446060 | IN SM RD SN SUP&AM TYTWT(1)WS(P) | EA | 24.000 | 350.00 | 1 2 3 4 | 377.380 400.000 300.000 415.000 |
6446071 | RELOCATE SM RD SN SUP&AM TY TWT | EA | 5.000 | 475.00 | 1 2 3 4 | 312.900 330.000 275.000 345.000 |
6446076 | REMOVE SM RD SN SUP&AM | EA | 26.000 | 125.00 | 1 2 3 4 | 105.190 110.000 100.000 115.000 |
6626004 | WK ZN PAV MRK NON-REMOV (W)4"(SLD) | LF | 95,966.000 | 0.16 | 1 2 3 4 | 0.170 0.130 0.140 0.190 |
6626034 | WK ZN PAV MRK NON-REMOV (Y)4"(SLD) | LF | 95,966.000 | 0.17 | 1 2 3 4 | 0.170 0.130 0.140 0.190 |
6626111 | WK ZN PAV MRK SHT TERM (TAB)TY Y-2 | EA | 1,620.000 | 1.25 | 1 2 3 4 | 0.250 1.000 2.000 1.200 |
6626113 | WK ZN PAV MRK SHT TERM RMV (Y)(4") | LF | 43,200.000 | 0.90 | 1 2 3 4 | 0.010 1.000 1.350 1.200 |
6666048007 | REFL PAV MRK TY I (W)24"(SLD)(100MIL) | LF | 303.000 | 5.25 | 1 2 3 4 | 15.500 5.800 6.000 17.000 |
6666303007 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 58,860.000 | 0.35 | 1 2 3 4 | 0.320 0.460 0.500 0.350 |
6666312007 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 5,640.000 | 0.35 | 1 2 3 4 | 0.320 0.580 0.600 0.360 |
6666315007 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 26,646.000 | 0.35 | 1 2 3 4 | 0.320 0.460 0.500 0.350 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 474.000 | 3.10 | 1 2 3 4 | 6.400 4.000 4.100 7.000 |
30006001 | CAM (ASPHALT) PG(70-22) | TON | 239.000 | 125.00 | 1 2 3 4 | 145.000 1.000 165.000 200.000 |
30006004 | CAM (AGGREGATE) | TON | 2,951.000 | 125.00 | 1 2 3 4 | 145.000 190.000 165.000 200.000 |
60016002 | PORTABLE CHANGEABLE MESSAGE SIGN | EA | 2.000 | 10,000.00 | 1 2 3 4 | 10,200.000 8,500.000 22,000.000 18,000.000 |
61856002001 | TMA (STATIONARY) | DAY | 70.000 | 200.00 | 1 2 3 4 | 210.000 500.000 200.000 125.000 |
61856005001 | TMA (MOBILE OPERATION) | DAY | 30.000 | 100.00 | 1 2 3 4 | 0.010 105.000 200.000 100.000 |