Tabulation of Bids for Project STP 2014(757)

Last Update: Thursday, June 12, 2014
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County: HARDEMAN Let Date: 06/12/14
Type: REHABILITATION OF EXISTING ROADWAY Seq No: 3019
Time: 103 WORKING DAYS Project ID: STP 2014(757)
Highway: SH 6 Contract #: 06143019
Length: 9.656 CCSJ: 0098-01-036
Limits:  
From: US 287, S Check: $96,000.00
To: 6 MILES Misc Cost: $107,133.52
Estimate $4,787,925.26 % Over/Under Company
Bidder 1 $4,804,257.07 +0.34% J. LEE MILLIGAN, INC.
Bidder 2 $4,947,997.29 +3.34% GILVIN-TERRILL, LTD.
Bidder 3 $5,365,663.01 +12.07% RK HALL, LLC
Bidder 4 $5,526,611.43 +15.43% KIEWIT INFRASTRUCTURE SOUTH CO.
Bidder 5 $5,722,158.79 +19.51% DUININCK, INC.
Item Code Description Unit Quantity Unit Est. Bidder Unit Bid
1042001 REMOVING CONC (PAV) SY 3168.000 10.50 1
2
3
4
5
16.850
7.500
22.000
37.750
25.000
1342004 BACKFILL (TY A OR B) STA 316.800 235.00 1
2
3
4
5
100.000
100.000
245.000
258.190
410.000
1642034002 DRILL SEEDING (PERM) (RURAL) (SANDY) AC 14.550 425.00 1
2
3
4
5
710.000
400.000
445.500
323.830
485.000
1642042002 DRILL SEEDING (TEMP) (WARM) AC 7.280 280.00 1
2
3
4
5
720.000
300.000
423.500
248.300
200.000
1642044002 DRILL SEEDING (TEMP) (COOL) AC 7.270 300.00 1
2
3
4
5
760.000
300.000
489.500
269.880
200.000
1682001 VEGETATIVE WATERING MG 568.000 27.50 1
2
3
4
5
21.000
17.500
20.000
22.550
26.000
3142013 EMULS ASPH (EROSN CONT) (CSS - 1H) GAL 14085.000 3.30 1
2
3
4
5
3.200
3.300
3.650
3.810
3.850
3542043 PLANE ASPH CONC PAV (1") SY 5733.000 2.10 1
2
3
4
5
1.750
2.250
2.740
4.030
2.850
3542100 PLANE ASPH CONC PAV (5") SY 52828.000 3.20 1
2
3
4
5
2.850
2.500
3.270
2.480
3.500
5002001011 MOBILIZATION LS 1.000 431175.02 1
2
3
4
5
417000.000
450000.000
422000.000
525000.000
572204.600
5022001033 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 6.000 7500.00 1
2
3
4
5
15135.000
10000.000
1006.500
3000.000
12500.000
5102001 ONE - WAY TRAFFIC CONTROL HR 250.000 85.00 1
2
3
4
5
145.000
61.000
79.450
175.000
265.000
6622016 WK ZN PAV MRK NON - REMOV (W) 24" (SLD) LF 210.000 2.94 1
2
3
4
5
2.630
2.500
2.750
8.640
9.550
6622032 WK ZN PAV MRK NON - REMOV (Y) 4" (SLD) LF 63361.000 0.19 1
2
3
4
5
0.500
0.480
0.530
0.410
0.450
6622067 WK ZN PAV MRK REMOV (W) 4" (SLD) LF 29564.000 0.40 1
2
3
4
5
0.630
0.600
0.660
0.430
0.480
6622115 WK ZN PAV MRK SHT TERM (TAB) TY Y - 2 EA 2376.000 1.00 1
2
3
4
5
1.000
1.000
1.070
0.910
1.200
6722015034 REFL PAV MRKR TY II - A - A EA 840.000 2.40 1
2
3
4
5
3.150
3.000
3.300
3.780
4.150
11222016001 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 250.000 26.00 1
2
3
4
5
31.750
25.000
25.300
16.800
27.500
11222019001 CONSTRUCTION EXITS (REMOVE) SY 250.000 6.50 1
2
3
4
5
4.350
10.000
15.400
6.580
16.500
11222049001 BIOGRD EROSN CONT LOGS (18" DIA) INSTALL LF 500.000 6.50 1
2
3
4
5
10.150
5.000
5.500
3.240
5.950
31652003 CAM (AGGREGATE) TON 2998.000 125.00 1
2
3
4
5
73.100
62.000
160.000
113.500
90.000
31652004 CAM (ASPHALT) (PG 70 - 28) TON 227.000 140.00 1
2
3
4
5
914.500
780.000
160.000
886.490
1000.000
32672253 D - GR HMA (SQ) TY - D PG 70 - 28 (LEVEL TON 4101.000 105.00 1
2
3
4
5
104.850
112.000
125.000
140.940
120.000
32682085 D - GR HMA TY - D SAC - A PG 76 - 28 TON 15551.000 105.00 1
2
3
4
5
102.700
117.000
110.000
115.180
120.000
32682086 D - GR HMA TY - B PG70 - 28 TON 13192.000 105.00 1
2
3
4
5
102.850
107.000
125.000
114.340
117.500
53692001 CENTERLINE TEXTURING STA 296.600 24.00 1
2
3
4
5
80.350
25.000
44.000
16.190
47.500
82512006005 RE PM W / RET REQ TY I (W) 4" (SLD) (100 LF 62532.000 0.30 1
2
3
4
5
0.360
0.340
0.370
0.350
0.380
82512015005 RE PM W / RET REQ TY I (Y) 4" (BRK) (100 LF 7490.000 0.30 1
2
3
4
5
0.360
0.340
0.370
0.400
0.440
82512018005 RE PM W / RET REQ TY I (Y) 4" (SLD) (100 LF 18907.000 0.30 1
2
3
4
5
0.360
0.340
0.370
0.390
0.430