Tabulation of Bids for Project NH 2016(613)
Last Update: Wednesday, December 2, 2015
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| County: | CHILDRESS | Let Date: | 12/02/15 |
| Type: | REHABILITATION OF EXISTING ROADWAY | Seq No: | 3041 |
| Time: | 102 WORKING DAYS | Project ID: | NH 2016(613) |
| Highway: | US 62 | Contract #: | 12153041 |
| Length: | 10.552 | CCSJ: | 0031-05-042 |
| Limits: | |||
| From: | PRAIRE DOG TOWN FORK OF RR, NORTH | Check: | $100,000.00 |
| To: | US 62/83 SPLIT | Misc Cost: | $107,064.00 |
| Estimate | $5,511,921.95 | % Over/Under | Company |
| Bidder 1 | $4,890,499.29 | -11.27% | RK HALL, LLC |
| Bidder 2 | $5,033,379.39 | -8.68% | KIEWIT INFRASTRUCTURE SOUTH CO. |
| Bidder 3 | $5,337,041.07 | -3.17% | DUININCK, INC. |
| Bidder 4 | $5,390,537.10 | -2.20% | FNF CONSTRUCTION, INC. |
| Bidder 5 | $5,438,489.25 | -1.33% | GILVIN-TERRILL, LTD. |
| Bidder 6 | $5,540,836.64 | +0.52% | J. LEE MILLIGAN, INC. |
| Bidder 7 | $5,672,212.44 | +2.91% | A. L. HELMCAMP, INC. |
| Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
| 1346004 | BACKFILL (TY A OR B) | STA | 346.000 | 400.00 | 1 2 3 4 5 6 7 |
320.000 70.000 590.000 200.000 200.000 465.000 380.000 |
| 1646034 | DRILL SEEDING (PERM) (RURAL) (SANDY) | AC | 15.900 | 600.00 | 1 2 3 4 5 6 7 |
285.120 275.000 330.000 1900.000 500.000 785.000 500.000 |
| 1646042 | DRILL SEEDING (TEMP) (WARM) | AC | 7.950 | 450.00 | 1 2 3 4 5 6 7 |
285.120 275.000 330.000 2200.000 300.000 790.000 450.000 |
| 1646044 | DRILL SEEDING (TEMP) (COOL) | AC | 7.950 | 450.00 | 1 2 3 4 5 6 7 |
285.120 275.000 330.000 2300.000 400.000 865.000 450.000 |
| 1686001 | VEGETATIVE WATERING | MG | 620.000 | 25.00 | 1 2 3 4 5 6 7 |
39.780 20.000 31.500 95.000 35.000 10.000 15.000 |
| 2756001 | CEMENT | TON | 873.000 | 150.00 | 1 2 3 4 5 6 7 |
176.000 145.200 180.000 185.000 150.000 156.800 164.000 |
| 2756359 | CEMENT TREAT (EXIST MATL) (DC) (12") | SY | 46163.000 | 7.00 | 1 2 3 4 5 6 7 |
6.200 4.000 3.900 5.000 7.000 4.000 4.800 |
| 3106009 | PRIME COAT (MC - 30) | GAL | 13847.000 | 4.50 | 1 2 3 4 5 6 7 |
4.000 3.500 4.900 5.800 4.500 5.150 3.800 |
| 3416085 | D - GR HMA TY - D SAC - A PG 76 - 28 | TON | 20878.000 | 115.00 | 1 2 3 4 5 6 7 |
106.000 103.500 113.700 102.000 115.000 116.000 129.000 |
| 3416087 | D - GR HMA TY - B PG 76 - 28 | TON | 12695.000 | 115.00 | 1 2 3 4 5 6 7 |
100.000 98.000 110.000 106.000 110.000 113.200 127.000 |
| 3546100 | PLANE ASPH CONC PAV (5") | SY | 46163.000 | 3.50 | 1 2 3 4 5 6 7 |
3.120 3.000 3.450 3.000 5.000 3.800 3.000 |
| 5006001 | MOBILIZATION | LS | 1.000 | 556840.00 | 1 2 3 4 5 6 7 |
427000.000 561301.240 420000.000 716860.060 540000.000 531500.000 457000.000 |
| 5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 6.000 | 6500.00 | 1 2 3 4 5 6 7 |
1500.000 50000.000 31500.000 34000.000 15000.000 33475.000 11000.000 |
| 5066020001 | CONSTRUCTION EXITS (INSTALL) (TY 1) | SY | 200.000 | 20.00 | 1 2 3 4 5 6 7 |
32.400 30.000 31.500 31.000 30.500 43.000 20.000 |
| 5066024001 | CONSTRUCTION EXITS (REMOVE) | SY | 200.000 | 9.00 | 1 2 3 4 5 6 7 |
8.640 10.000 19.000 11.000 12.000 8.400 4.000 |
| 5106003 | ONE - WAY TRAF CONT (PORT TRAF SIG) | MO | 1.000 | 10000.00 | 1 2 3 4 5 6 7 |
28620.000 25000.000 12000.000 13000.000 6000.000 8225.000 8000.000 |
| 5336001 | RUMBLE STRIPS (SHOULDER) | LF | 30361.000 | 0.50 | 1 2 3 4 5 6 7 |
0.300 0.250 0.190 0.300 0.350 0.850 0.200 |
| 5406002 | MTL W - BEAM GD FEN (STEEL POST) | LF | 225.000 | 25.00 | 1 2 3 4 5 6 7 |
35.230 28.500 31.500 30.000 25.000 27.000 27.000 |
| 5446007 | GDRAIL END TRT (INSTALL) (HBA POST) | EA | 2.000 | 3000.00 | 1 2 3 4 5 6 7 |
3340.480 3100.000 3800.000 3100.000 3000.000 3240.000 3200.000 |
| 6626110 | WK ZN PAV MRK SHT TERM (TAB) TY Y | EA | 1356.000 | 1.50 | 1 2 3 4 5 6 7 |
0.850 2.000 1.250 4.250 1.250 1.250 1.000 |
| 6666170 | REFL PAV MRK TY II (W) 4" (SLD) | LF | 61004.000 | 0.35 | 1 2 3 4 5 6 7 |
0.150 0.250 0.130 0.150 0.110 0.120 0.110 |
| 6666182 | REFL PAV MRK TY II (W) 24" (SLD) | LF | 24.000 | 5.00 | 1 2 3 4 5 6 7 |
0.120 1.000 1.250 1.000 0.660 0.710 1.060 |
| 6666207 | REFL PAV MRK TY II (Y) 4" (SLD) | LF | 68204.000 | 0.35 | 1 2 3 4 5 6 7 |
0.160 0.250 0.130 0.150 0.110 0.120 0.110 |
| 6666300 | RE PM W / RET REQ TY I (W) 4" (BRK) (100 | LF | 11831.000 | 0.35 | 1 2 3 4 5 6 7 |
0.380 0.350 0.400 0.420 0.310 0.330 0.340 |
| 6666303 | RE PM W / RET REQ TY I (W) 4" (SLD) (100 | LF | 112526.000 | 0.35 | 1 2 3 4 5 6 7 |
0.340 0.350 0.310 0.330 0.310 0.330 0.270 |
| 6666312 | RE PM W / RET REQ TY I (Y) 4" (BRK) (100 | LF | 9309.000 | 0.35 | 1 2 3 4 5 6 7 |
0.330 0.350 0.400 0.420 0.310 0.330 0.340 |
| 6666315 | RE PM W / RET REQ TY I (Y) 4" (SLD) (100 | LF | 74332.000 | 0.35 | 1 2 3 4 5 6 7 |
0.330 0.350 0.310 0.330 0.310 0.330 0.270 |
| 6726007 | REFL PAV MRKR TY I - C | EA | 2654.000 | 3.25 | 1 2 3 4 5 6 7 |
3.270 3.000 3.750 3.000 2.900 3.150 3.180 |
| 6726009 | REFL PAV MRKR TY II - A - A | EA | 1789.000 | 3.25 | 1 2 3 4 5 6 7 |
3.270 3.000 3.750 3.000 2.900 3.150 3.180 |
| 6776001 | ELIM EXT PAV MRK & MRKS (4") | LF | 48996.000 | 0.60 | 1 2 3 4 5 6 7 |
0.440 1.000 0.310 0.750 0.600 0.650 0.270 |
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