Tabulation of Bids for Project NH 2016(614)
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County: | KING | Let Date: | 12/02/15 |
Type: | REHABILITATION OF EXISTING ROADWAY | Seq No: | 3042 |
Time: | 136 WORKING DAYS | Project ID: | NH 2016(614) |
Highway: | US 82 | Contract #: | 12153042 |
Length: | 19.396 | CCSJ: | 0133-01-048 |
Limits: | |||
From: | 1.210 MILES EAST OF US 83 | Check: | $100,000.00 |
To: | 0.599 MILES WEST OF SH 222 | Misc Cost: | $106,976.30 |
Estimate | $6,012,765.82 | % Over/Under | Company |
Bidder 1 | $5,930,781.41 | -1.36% | DUININCK, INC. |
Bidder 2 | $5,938,519.47 | -1.23% | A. L. HELMCAMP, INC. |
Bidder 3 | $6,057,162.40 | +0.74% | KIEWIT INFRASTRUCTURE SOUTH CO. |
Bidder 4 | $6,469,636.03 | +7.60% | FNF CONSTRUCTION, INC. |
Bidder 5 | $6,803,943.09 | +13.16% | RK HALL, LLC |
Item Code | Description | Unit | Quantity | Unit Est. | Bidder | Unit Bid |
1506002 | BLADING | HR | 22.000 | 175.00 | 1 2 3 4 5 |
450.000 138.000 350.000 300.000 225.000 |
2756001 | CEMENT | TON | 2408.000 | 145.00 | 1 2 3 4 5 |
175.000 154.000 140.200 184.000 180.000 |
2756359 | CEMENT TREAT (EXIST MATL) (DC) (12") | SY | 137052.000 | 5.25 | 1 2 3 4 5 |
3.950 4.240 4.000 4.000 6.500 |
3106009 | PRIME COAT (MC - 30) | GAL | 41118.000 | 4.50 | 1 2 3 4 5 |
4.700 3.800 3.050 4.800 4.400 |
3166017 | ASPH (AC - 20 - 5TR) | GAL | 152284.000 | 3.25 | 1 2 3 4 5 |
3.350 3.800 3.450 3.500 2.870 |
3166126 | AGGR (TY - PB GR - 4 SAC - A) | CY | 3315.000 | 110.00 | 1 2 3 4 5 |
160.000 110.670 115.020 260.000 139.320 |
3416085 | D - GR HMA TY - D SAC - A PG 76 - 28 | TON | 22616.000 | 115.00 | 1 2 3 4 5 |
117.250 136.110 115.000 109.000 145.000 |
3546048 | PLANE ASPH CONC PAV (3") | SY | 137052.000 | 2.25 | 1 2 3 4 5 |
1.950 1.650 1.500 1.250 1.600 |
5006001 | MOBILIZATION | LS | 1.000 | 588369.67 | 1 2 3 4 5 |
440000.000 311000.000 740823.750 785973.090 668830.000 |
5026001 | BARRICADES, SIGNS AND TRAFFIC HANDLING | MO | 8.000 | 6500.00 | 1 2 3 4 5 |
16500.000 8000.000 40000.000 24000.000 3000.000 |
5336002 | RUMBLE STRIPS (CENTERLINE) | LF | 63535.000 | 0.80 | 1 2 3 4 5 |
0.310 0.200 0.250 0.150 0.190 |
6626109 | WK ZN PAV MRK SHT TERM (TAB) TY W | EA | 3791.000 | 1.25 | 1 2 3 4 5 |
1.250 0.750 2.250 2.750 0.900 |
6626111 | WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 | EA | 7157.000 | 1.25 | 1 2 3 4 5 |
1.250 0.750 2.250 2.750 0.900 |
6666170 | REFL PAV MRK TY II (W) 4" (SLD) | LF | 191397.000 | 0.25 | 1 2 3 4 5 |
0.130 0.120 0.250 0.150 0.120 |
6666207 | REFL PAV MRK TY II (Y) 4" (SLD) | LF | 184038.000 | 0.25 | 1 2 3 4 5 |
0.130 0.120 0.250 0.150 0.120 |
6666219 | REFL PAV MRK TY II (BLACK) 6" (SHADOW) | LF | 187968.000 | 0.50 | 1 2 3 4 5 |
0.310 0.270 0.250 0.330 0.270 |
6666300 | RE PM W / RET REQ TY I (W) 4" (BRK) (100 | LF | 13366.000 | 0.35 | 1 2 3 4 5 |
0.440 0.320 0.400 0.400 0.320 |
6666303 | RE PM W / RET REQ TY I (W) 4" (SLD) (100 | LF | 132830.000 | 0.35 | 1 2 3 4 5 |
0.340 0.320 0.300 0.400 0.320 |
6666312 | RE PM W / RET REQ TY I (Y) 4" (BRK) (100 | LF | 8890.000 | 0.35 | 1 2 3 4 5 |
0.440 0.320 0.400 0.400 0.320 |
6666315 | RE PM W / RET REQ TY I (Y) 4" (SLD) (100 | LF | 95588.000 | 0.35 | 1 2 3 4 5 |
0.330 0.320 0.300 0.400 0.320 |
6726007 | REFL PAV MRKR TY I - C | EA | 170.000 | 3.50 | 1 2 3 4 5 |
3.750 3.180 3.250 4.000 3.240 |
6726009 | REFL PAV MRKR TY II - A - A | EA | 1533.000 | 3.50 | 1 2 3 4 5 |
3.750 3.180 3.250 4.000 3.240 |