Tabulation of Bids for Project STP 2017(006)
Last Update: Wednesday, October 5, 2016
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| County: | FLOYD | Let Date: | 10/05/16 |
| Type: | REHABILITATION OF EXISITNG ROADWAY | Seq No: | 3028 |
| Time: | 115 WORKING DAYS | Project ID: | STP 2017(006) |
| Highway: | SH 207 | Contract #: | 10163028 |
| Length: | 12.185 | CCSJ: | 0453-07-013 |
| Limits: | |||
| From: | 0.4 MI S OF FM 97 E | Check: | $100,000.00 |
| To: | BRISCOE COUNTY LINE | Misc Cost: | $85,000.00 |
| Estimate | $8,396,523.50 | % Over/Under | Company |
| Bidder 1 | $6,244,705.71 | -25.63% | J. LEE MILLIGAN, INC. |
| Bidder 2 | $6,311,237.19 | -24.84% | DUININCK, INC. |
| Bidder 3 | $7,383,223.26 | -12.07% | RK HALL, LLC |
| Bidder 4 | $7,468,212.40 | -11.06% | ALLEN BUTLER CONSTRUCTION, INC. |
| Bidder 5 | $7,481,184.19 | -10.90% | KIEWIT INFRASTRUCTURE SOUTH CO. |
| Bidder 6 | $8,497,845.60 | +1.21% | FNF CONSTRUCTION, INC. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1046009 | REMOVING CONC (RIPRAP) | SY | 25.000 | 90.00 | 1 2 3 4 5 6 |
130.000 25.500 20.000 52.090 150.000 200.000 |
| 1046017 | REMOVING CONC (DRIVEWAYS) | SY | 269.000 | 90.00 | 1 2 3 4 5 6 |
32.000 26.000 20.000 19.370 150.000 100.000 |
| 1346002 | BACKFILL (TY B) | STA | 643.000 | 300.00 | 1 2 3 4 5 6 |
110.000 170.000 115.000 75.570 150.000 130.000 |
| 1506001 | BLADING | STA | 643.000 | 150.00 | 1 2 3 4 5 6 |
227.000 110.000 175.000 248.080 200.000 450.000 |
| 2166001 | PROOF ROLLING | HR | 60.000 | 200.00 | 1 2 3 4 5 6 |
120.000 150.000 110.000 105.150 200.000 76.000 |
| 3106009 | PRIME COAT (MC - 30) | GAL | 14298.000 | 5.00 | 1 2 3 4 5 6 |
3.050 3.850 4.360 3.460 4.000 5.000 |
| 3146013 | EMULS ASPH (EROSN CONT) (CSS - 1H) | GAL | 8578.000 | 6.00 | 1 2 3 4 5 6 |
3.100 2.750 3.500 4.460 6.000 3.000 |
| 3416086 | D - GR HMA TY - B PG70 - 28 | TON | 9897.000 | 100.00 | 1 2 3 4 5 6 |
87.900 95.000 105.520 103.070 93.000 108.000 |
| 3416256 | D - GR HMA TY - D PG70 - 28 (LEVEL - UP) | TON | 11403.000 | 105.00 | 1 2 3 4 5 6 |
86.400 84.000 115.470 107.720 108.000 118.000 |
| 3466048 | STONE - MTRX - ASPH SMA - D SAC - A PG70 | TON | 23620.000 | 147.00 | 1 2 3 4 5 6 |
105.500 115.200 133.880 134.100 111.000 142.000 |
| 3516002 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (6") | SY | 1400.000 | 150.00 | 1 2 3 4 5 6 |
51.400 75.000 75.350 43.600 100.000 46.000 |
| 3546045 | PLANE ASPH CONC PAV (2") | SY | 1467.000 | 5.00 | 1 2 3 4 5 6 |
8.500 8.850 6.600 15.200 6.500 6.890 |
| 4326002 | RIPRAP (CONC) (5 IN) | CY | 23.000 | 600.00 | 1 2 3 4 5 6 |
588.000 625.000 640.440 1087.370 649.000 720.000 |
| 4606003 | CMP (GAL STL 24 IN) | LF | 428.000 | 200.00 | 1 2 3 4 5 6 |
104.000 62.500 98.980 126.890 100.000 100.000 |
| 4676112 | SET (TY I) (S=3 FT) (HW= 4 FT) (4: 1) (C | EA | 8.000 | 15000.00 | 1 2 3 4 5 6 |
9050.000 5200.000 10305.340 6835.590 10443.000 11500.000 |
| 4676118 | SET (TY I) (S=3 FT) (HW= 5 FT) (4: 1) (C | EA | 2.000 | 15000.00 | 1 2 3 4 5 6 |
9760.000 6800.000 12401.350 7360.120 12567.000 14000.000 |
| 4676150 | SET (TY I) (S= 4 FT) (HW= 5 FT) (4: 1) ( | EA | 4.000 | 15000.00 | 1 2 3 4 5 6 |
10000.000 7300.000 15603.570 7460.150 15812.000 17500.000 |
| 4676363 | SET (TY II) (18 IN) (RCP) (6: 1) (P) | EA | 4.000 | 1700.00 | 1 2 3 4 5 6 |
2360.000 940.000 1397.340 1474.850 1416.000 1600.000 |
| 4676380 | SET (TY II) (24 IN) (CMP) (6: 1) (P) | EA | 36.000 | 1850.00 | 1 2 3 4 5 6 |
2055.000 1400.000 1688.450 1712.100 1711.000 2000.000 |
| 4676395 | SET (TY II) (24 IN) (RCP) (6: 1) (P) | EA | 6.000 | 2000.00 | 1 2 3 4 5 6 |
2510.000 1400.000 1630.220 1641.570 1652.000 1800.000 |
| 4676408 | SET (TY II) (30 IN) (CMP) (4: 1) (C) | EA | 2.000 | 2350.00 | 1 2 3 4 5 6 |
2100.000 2100.000 4075.560 1801.880 4130.000 4600.000 |
| 4676551 | SET (TY II) (DES 4) (CMP) (6: 1) (P) | EA | 2.000 | 2350.00 | 1 2 3 4 5 6 |
2700.000 4200.000 4657.780 3789.710 4720.000 5300.000 |
| 4966016 | REMOV STR (PIPE) | EA | 15.000 | 2320.00 | 1 2 3 4 5 6 |
600.000 10.500 465.780 1282.470 472.000 500.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 850000.00 | 1 2 3 4 5 6 |
620000.000 430000.000 569397.130 379110.030 752009.000 843029.660 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 7.000 | 15000.00 | 1 2 3 4 5 6 |
14100.000 27500.000 3897.600 17405.060 50000.000 44025.000 |
| 5066035003 | SANDBAGS FOR EROSION CONTROL | EA | 5700.000 | 10.00 | 1 2 3 4 5 6 |
4.200 7.350 6.420 6.410 7.400 10.000 |
| 5066042003 | BIODEG EROSN CONT LOGS (INSTL) (18") | LF | 500.000 | 7.50 | 1 2 3 4 5 6 |
8.750 7.550 8.560 9.300 21.000 16.000 |
| 5066043003 | BIODEG EROSN CONT LOGS (REMOVE) | LF | 500.000 | 3.00 | 1 2 3 4 5 6 |
2.000 2.100 1.610 1.280 2.000 1.000 |
| 5306002 | INTERSECTIONS (ACP) | SY | 1225.000 | 50.00 | 1 2 3 4 5 6 |
40.600 36.000 40.460 27.890 65.000 38.000 |
| 5306004 | DRIVEWAYS (CONC) | SY | 375.000 | 135.00 | 1 2 3 4 5 6 |
104.000 105.000 104.800 138.510 106.000 118.000 |
| 5306005 | DRIVEWAYS (ACP) | SY | 5562.000 | 50.00 | 1 2 3 4 5 6 |
31.850 31.500 40.460 50.590 65.000 50.000 |
| 5306008 | TURNOUTS (ACP) | SY | 540.000 | 65.00 | 1 2 3 4 5 6 |
81.200 70.000 31.490 476.840 55.000 70.000 |
| 5606011 | MAILBOX INSTALL - S (TWW - POST) TY 4 | EA | 18.000 | 250.00 | 1 2 3 4 5 6 |
375.000 255.000 262.150 314.210 289.000 250.000 |
| 6446027 | IN SM RD SN SUP & AM TYS80 (1) SA (P) | EA | 21.000 | 700.00 | 1 2 3 4 5 6 |
580.000 535.000 551.050 660.470 608.000 600.000 |
| 6446030 | IN SM RD SN SUP & AM TYS80 (1) SA (T) | EA | 39.000 | 800.00 | 1 2 3 4 5 6 |
635.000 620.000 636.650 763.070 702.000 700.000 |
| 6446033 | IN SM RD SN SUP & AM TYS80 (1) SA (U) | EA | 11.000 | 900.00 | 1 2 3 4 5 6 |
775.000 755.000 775.750 929.790 856.000 850.000 |
| 6446076 | REMOVE SM RD SN SUP & AM | EA | 71.000 | 150.00 | 1 2 3 4 5 6 |
97.000 94.000 96.300 115.420 106.000 100.000 |
| 6586049 | INSTL OM ASSM (OM - 2Z) (FLX) GND (BI) | EA | 16.000 | 100.00 | 1 2 3 4 5 6 |
180.000 41.500 42.800 51.300 47.000 45.000 |
| 6626032 | WK ZN PAV MRK NON - REMOV (Y) 4" (BRK) | LF | 32200.000 | 0.20 | 1 2 3 4 5 6 |
0.210 0.260 0.270 0.320 0.300 0.260 |
| 6626034 | WK ZN PAV MRK NON - REMOV (Y) 4" (SLD) | LF | 3710.000 | 0.20 | 1 2 3 4 5 6 |
0.210 0.260 0.270 0.320 0.300 0.260 |
| 6626111 | WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 | EA | 10210.000 | 2.00 | 1 2 3 4 5 6 |
1.100 1.100 0.980 4.400 2.400 2.250 |
| 6666048 | REFL PAV MRK TY I (W) 24" (SLD) (100MIL) | LF | 120.000 | 6.00 | 1 2 3 4 5 6 |
10.150 10.000 10.270 12.310 11.000 10.000 |
| 6666303 | RE PM W / RET REQ TY I (W) 4" (SLD) (100 | LF | 128682.000 | 0.50 | 1 2 3 4 5 6 |
0.330 0.320 0.330 0.400 0.370 0.330 |
| 6666312 | RE PM W / RET REQ TY I (Y) 4" (BRK) (100 | LF | 16100.000 | 0.50 | 1 2 3 4 5 6 |
0.330 0.320 0.330 0.400 0.370 0.330 |
| 6666315 | RE PM W / RET REQ TY I (Y) 4" (SLD) (100 | LF | 1855.000 | 0.50 | 1 2 3 4 5 6 |
0.330 0.320 0.330 0.400 0.370 0.330 |
| 7306002 | FULL - WIDTH MOWING | AC | 110.000 | 125.00 | 1 2 3 4 5 6 |
110.000 72.500 275.730 192.370 148.000 141.000 |
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