Tabulation of Bids for Project NH 2016(614)

Last Update: Wednesday, December 2, 2015
Text version of this page
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