Tabulation of Bids for Project NH 2019(217)
Text version of this page | |||
County: | COOKE | Let Date: | 11/07/18 |
Type: | PAVEMENT REPAIR AND OVERLAY | Seq No: | 3226 |
Time: | 102 WORKING DAYS | Project ID: | NH 2019(217) |
Highway: | US 82 | Contract #: | 11183226 |
Length: | 14.071 | CCSJ: | 0044-07-071 |
Limits: | |||
From: | WCL OF MUENSTER | Check: | $91,000 |
To: | ECL OF MUENSTER | Misc Cost: | $1,000.00 |
Estimate | $4,540,276.54 | % Over/Under | Company |
Bidder 1 | $4,475,654.57 | -1.42% | JAGOE-PUBLIC COMPANY |
Bidder 2 | $4,620,950.04 | +1.78% | AUSTIN BRIDGE & ROAD SERVICES, LP |
Bidder 3 | $4,783,491.85 | +5.36% | OVERLAND CORPORATION |
Bidder 4 | $4,859,979.82 | +7.04% | THE LANE CONSTRUCTION CORPORATION |
Bidder 5 | $5,374,929.22 | +18.38% | OLDCASTLE MATERIALS TEXAS, INC. |
Bidder 6 | $5,636,259.89 | +24.14% | RK HALL, LLC |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1346004 | BACKFILL (TY A OR B) | STA | 569.000 | 300.00 | 1 2 3 4 5 6 | 143.000 70.000 125.000 66.000 135.000 156.480 |
3166017 | ASPH (AC-20-5TR) | GAL | 89,812.000 | 3.10 | 1 2 3 4 5 6 | 3.550 3.350 3.350 3.600 3.500 3.440 |
3166224 | AGGR(TY-PB GR-4 SAC-B) | CY | 2,079.000 | 95.00 | 1 2 3 4 5 6 | 144.000 136.000 136.000 147.000 140.000 201.890 |
3406239 | D-GR HMA(SQ) TY-B SAC-B PG64-22 | TON | 2,630.000 | 102.00 | 1 2 3 4 5 6 | 65.000 75.500 79.250 72.000 82.000 98.460 |
3426002003 | PFC (ASPHALT) PG76-22 | TON | 721.000 | 560.00 | 1 2 3 4 5 6 | 635.000 700.000 680.000 700.000 129.000 500.000 |
3426006003 | PFC-C (AGGREGATE)(PG76 MIX) SAC-A | TON | 11,286.000 | 70.00 | 1 2 3 4 5 6 | 64.000 58.500 73.500 72.000 129.000 86.720 |
3466014002 | STONE-MTRX-ASPH SMA-D SAC-A PG76-22 | TON | 7,448.000 | 90.00 | 1 2 3 4 5 6 | 103.000 100.000 113.350 109.000 127.000 164.630 |
3466026002 | STONE-MTRX-ASPH SMA-F SAC-A PG76-22 | TON | 5,031.000 | 100.00 | 1 2 3 4 5 6 | 105.000 110.000 114.050 111.000 125.000 156.020 |
3516002 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(6") | SY | 1,162.000 | 54.00 | 1 2 3 4 5 6 | 37.500 60.000 65.000 53.000 60.000 89.880 |
3546062 | PLANE ASPH CONC PAV (0" TO 1 1/4") | SY | 220,387.000 | 1.20 | 1 2 3 4 5 6 | 1.200 1.150 0.900 1.270 1.150 1.220 |
3546195 | PLANE ASPH CONC PAV (0" TO 9") | SY | 9,563.000 | 7.50 | 1 2 3 4 5 6 | 3.700 4.250 5.350 3.600 3.550 3.750 |
5006001 | MOBILIZATION | LS | 1.000 | 408,661.00 | 1 2 3 4 5 6 | 275,000.000 460,000.000 433,500.000 350,000.000 400,163.000 127,537.130 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 6.000 | 7,500.00 | 1 2 3 4 5 6 | 6,500.000 6,250.000 1,500.000 10,000.000 18,500.000 22,873.370 |
5336003 | RUMBLE STRIPS (SHOULDER) ASPHALT | LF | 56,876.000 | 0.12 | 1 2 3 4 5 6 | 0.400 0.200 0.300 0.320 0.220 0.120 |
6446001 | IN SM RD SN SUP&AM TY10BWG(1)SA(P) | EA | 126.000 | 525.00 | 1 2 3 4 5 6 | 730.000 799.000 385.000 755.000 815.000 829.250 |
6446004 | IN SM RD SN SUP&AM TY10BWG(1)SA(T) | EA | 408.000 | 490.00 | 1 2 3 4 5 6 | 512.000 495.000 465.000 500.000 500.000 583.150 |
6626109 | WK ZN PAV MRK SHT TERM (TAB)TY W | EA | 9,949.000 | 0.75 | 1 2 3 4 5 6 | 0.750 1.000 0.500 2.000 1.000 1.280 |
6626110 | WK ZN PAV MRK SHT TERM (TAB)TY Y | EA | 1,949.000 | 1.50 | 1 2 3 4 5 6 | 0.750 1.000 0.500 1.250 1.000 1.280 |
6666036 | REFL PAV MRK TY I (W)8"(SLD)(100MIL) | LF | 4,270.000 | 0.75 | 1 2 3 4 5 6 | 0.720 0.700 1.100 1.100 0.720 1.070 |
6666048007 | REFL PAV MRK TY I (W)24"(SLD)(100MIL) | LF | 1,936.000 | 3.75 | 1 2 3 4 5 6 | 5.940 5.750 5.500 5.450 5.850 5.350 |
6666054007 | REFL PAV MRK TY I (W)(ARROW)(100MIL) | EA | 78.000 | 105.00 | 1 2 3 4 5 6 | 123.250 120.000 121.000 120.000 123.000 117.700 |
6666078007 | REFL PAV MRK TY I (W)(WORD)(100MIL) | EA | 23.000 | 145.00 | 1 2 3 4 5 6 | 144.000 140.000 137.500 136.000 143.000 133.750 |
6666102 | REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) | EA | 306.000 | 45.00 | 1 2 3 4 5 6 | 58.860 57.000 77.000 76.250 59.000 74.900 |
6666300007 | RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) | LF | 18,938.000 | 0.40 | 1 2 3 4 5 6 | 0.410 0.400 0.450 0.450 0.420 0.440 |
6666303007 | RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) | LF | 73,516.000 | 0.32 | 1 2 3 4 5 6 | 0.380 0.370 0.400 0.380 0.390 0.370 |
6666312007 | RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) | LF | 3,065.000 | 0.45 | 1 2 3 4 5 6 | 0.410 0.400 0.450 0.450 0.420 0.440 |
6666315007 | RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) | LF | 80,016.000 | 0.32 | 1 2 3 4 5 6 | 0.380 0.370 0.400 0.380 0.390 0.370 |
6666322 | RE PM W/RET REQ TY II (W) 4" (BRK) | LF | 14,218.000 | 0.16 | 1 2 3 4 5 6 | 0.360 0.350 0.350 0.350 0.370 0.340 |
6726007 | REFL PAV MRKR TY I-C | EA | 172.000 | 3.75 | 1 2 3 4 5 6 | 5.150 5.000 4.100 4.250 5.200 4.010 |
6726009 | REFL PAV MRKR TY II-A-A | EA | 467.000 | 3.50 | 1 2 3 4 5 6 | 3.600 3.500 4.100 4.250 3.600 4.010 |
6726010 | REFL PAV MRKR TY II-C-R | EA | 758.000 | 4.25 | 1 2 3 4 5 6 | 3.600 3.500 4.100 4.250 3.600 4.010 |
61856002001 | TMA (STATIONARY) | DAY | 86.000 | 225.00 | 1 2 3 4 5 6 | 155.000 285.000 200.000 700.000 315.000 480.830 |
61856005001 | TMA (MOBILE OPERATION) | DAY | 6.000 | 225.00 | 1 2 3 4 5 6 | 500.000 700.000 500.000 95.000 315.000 412.110 |