|
A |
B |
C |
D |
E |
F |
G |
H |
---|
1 |
Lower Albina Overcrossing |
|
|
3 |
Bridge & Roadway |
|
|
|
|
|
|
5 |
NO. |
ITEM |
UNIT |
QUANTITY |
UNIT COST |
TOTAL |
|
|
6 |
|
Part 00200 Mobilization, Erosion and Traffic Control |
|
|
|
|
|
|
7 |
1 |
Mobilization |
LS |
1.00 |
$573,700.00 |
$573,700.00 |
|
|
8 |
2 |
Temp. Protection and Direction of Traffic |
LS |
1.00 |
$100,000.00 |
$100,000.00 |
|
|
9 |
3 |
Temporary Signs |
M2 |
37.79 |
$162.00 |
$6,121.98 |
|
|
10 |
4 |
Temporary Barricades, Type III |
Each |
16.00 |
$96.00 |
$1,536.00 |
|
|
11 |
5 |
Temporary Plastic Drums |
Each |
26.00 |
$97.00 |
$2,522.00 |
|
|
12 |
6 |
Temporary Flexible Pavement Markers |
Each |
15.00 |
$3.00 |
$45.00 |
|
|
13 |
7 |
Temporary Concrete Barrier, Reflectorized |
M |
342.70 |
$65.00 |
$22,275.50 |
|
|
14 |
8 |
Flaggers |
Hour |
217.00 |
$29.00 |
$6,293.00 |
|
|
15 |
9 |
Erosion Control |
LS |
1.00 |
$20,000.00 |
$20,000.00 |
|
|
16 |
10 |
Storm Drain Inlet Protection |
Each |
22.00 |
$31.00 |
$682.00 |
|
|
17 |
11 |
Silt Fence, Unsupported |
M |
115.00 |
$6.00 |
$690.00 |
|
|
18 |
12 |
Aggregate Construction Entrances |
Each |
4.00 |
$1,200.00 |
$4,800.00 |
|
|
19 |
13 |
Permanent Seeding and Fertilizing, and Mulching |
HA |
0.06 |
$6,000.00 |
$360.00 |
|
|
20 |
14 |
Construction Survey Work |
LS |
1.00 |
$60,000.00 |
$60,000.00 |
|
|
21 |
|
|
|
|
|
$799,025.48 |
|
|
22 |
|
Part 00300 Roadwork |
|
|
|
|
|
|
23 |
15 |
Removal of Structures and Obstructions |
LS |
1.00 |
$50,000.00 |
$50,000.00 |
|
|
24 |
16 |
Removal of Existing Concrete Building, Complete |
LS |
1.00 |
$81,000.00 |
$81,000.00 |
|
|
25 |
17 |
Asbestos Abatement, Complete |
LS |
1.00 |
$27,730.00 |
$27,730.00 |
|
|
26 |
18 |
PCB Floor Staining Abatement |
SM |
0.00 |
$100.00 |
$0.00 |
|
|
27 |
19 |
PCB Ballast & Fluorescent Tube Abatement, Complete |
LS |
1.00 |
$9,200.00 |
$9,200.00 |
|
|
28 |
20 |
Clearing and Grubbing |
LS |
1.00 |
$10,000.00 |
$10,000.00 |
|
|
29 |
21 |
Subgrade Geotextile |
M2 |
5,450.71 |
$1.50 |
$8,176.07 |
|
|
30 |
22 |
Settlement Plates |
Each |
6.00 |
$2,500.00 |
$15,000.00 |
|
|
31 |
23 |
Embankment in Place |
M3 |
7,090.00 |
$25.00 |
$177,250.00 |
|
|
32 |
24 |
Preload Fill |
LS |
1.00 |
$47,000.00 |
$47,000.00 |
|
|
33 |
|
|
|
|
|
$425,356.07 |
|
|
34 |
|
Part 00400 Drainage and Sewers |
|
|
|
|
|
|
35 |
25 |
Stormwater Treatment Facility |
LS |
1.00 |
$22,000.00 |
$22,000.00 |
|
|
36 |
26 |
75 mm Drain Pipe |
M |
360.00 |
$24.00 |
$8,640.00 |
|
|
37 |
27 |
200 mm Sanitary Sewer Pipe |
M |
68.98 |
$250.00 |
$17,245.00 |
|
|
38 |
28 |
250 mm Sanitary Sewer Pipe |
M |
71.50 |
$250.00 |
$17,875.00 |
|
|
39 |
29 |
300 mm Sanitary Sewer Pipe |
M |
50.60 |
$260.00 |
$13,156.00 |
|
|
40 |
30 |
250 mm Storm Sewer Pipe |
M |
79.68 |
$260.00 |
$20,716.80 |
|
|
41 |
31 |
300 mm Storm Sewer Pipe |
M |
98.45 |
$290.00 |
$28,550.50 |
|
|
42 |
32 |
Extra for Pipe Under Pavement |
M |
156.00 |
$50.00 |
$7,800.00 |
|
|
43 |
33 |
Concrete Manholes, Storm and Sanitary |
Each |
6.00 |
$3,000.00 |
$18,000.00 |
|
|
44 |
34 |
Concrete Inlets, Type CG-2 |
Each |
6.00 |
$1,500.00 |
$9,000.00 |
|
|
45 |
35 |
Concrete Inlet, Type G-2 |
Each |
5.00 |
$1,300.00 |
$6,500.00 |
|
|
46 |
36 |
Concrete Inlet, Type G-2MA |
Each |
2.00 |
$1,300.00 |
$2,600.00 |
|
|
47 |
37 |
Adjusting Manholes |
Each |
10.00 |
$250.00 |
$2,500.00 |
|
|
48 |
38 |
Adjusting Valves |
Each |
12.00 |
$150.00 |
$1,800.00 |
|
|
49 |
39 |
Adjusting Inlets |
Each |
6.00 |
$300.00 |
$1,800.00 |
|
|
50 |
40 |
Modify Manholes |
Each |
0.00 |
$1,200.00 |
$0.00 |
|
|
51 |
41 |
Reconstruct Manholes |
Each |
2.00 |
$2,500.00 |
$5,000.00 |
|
|
52 |
42 |
Trench Foundation Stabilization |
CM |
0.00 |
$60.00 |
$0.00 |
|
|
|
|
|
|
|
|
|
|
|
---|
53 |
43 |
Connection of Sanitary Lateral |
Each |
2.00 |
$500.00 |
$1,000.00 |
|
|
54 |
44 |
Television Inspection |
M |
180.60 |
$6.00 |
$1,083.60 |
|
|
55 |
|
|
|
|
|
$185,266.90 |
|
|
56 |
NO. |
ITEM |
UNIT |
QUANTITY |
UNIT COST |
TOTAL |
|
|
57 |
|
Part 00500 Structures |
|
|
|
|
|
|
58 |
|
Bridge |
|
|
|
|
|
|
59 |
45 |
Structural Concrete, Class 30 |
LS |
1.00 |
$351,000.00 |
$351,000.00 |
|
|
60 |
46 |
Structural Concrete, Class 35 |
LS |
1.00 |
$935,000.00 |
$935,000.00 |
|
|
61 |
47 |
Structural Concrete, Class 45 |
LS |
1.00 |
$400,000.00 |
$400,000.00 |
|
|
62 |
48 |
Reinforcement |
LS |
1.00 |
$285,000.00 |
$285,000.00 |
|
|
63 |
49 |
Coated Reinforcement |
LS |
1.00 |
$105,000.00 |
$105,000.00 |
|
|
64 |
50 |
Single Slope Concrete Bridge Rail |
LS |
1.00 |
$60,000.00 |
$60,000.00 |
|
|
65 |
51 |
Structure Excavation |
LS |
1.00 |
$30,000.00 |
$30,000.00 |
|
|
66 |
52 |
Granular Wall Backfill |
M3 |
167.44 |
$60.00 |
$10,046.40 |
|
|
67 |
53 |
Granular Structure Backfill |
M3 |
463.06 |
$46.00 |
$21,300.76 |
|
|
68 |
54 |
Furnish Pile Driving Equipment |
LS |
1.00 |
$20,000.00 |
$20,000.00 |
|
|
69 |
55 |
Furnish PP 356 X 12.7 Piles |
M |
3,022.68 |
$65.00 |
$196,474.20 |
|
|
70 |
56 |
Furnish PP 356 X 12.7 Test Piles |
M |
89.25 |
$65.00 |
$5,801.25 |
|
|
71 |
57 |
Drive PP 356 X 12.7 Piles |
Each |
166.00 |
$400.00 |
$66,400.00 |
|
|
72 |
58 |
Drive PP 356 X 12.7 Test Piles |
Each |
5.00 |
$700.00 |
$3,500.00 |
|
|
73 |
59 |
PP 356 X 12.7 Steel Pile Splices |
Each |
66.00 |
$1.00 |
$66.00 |
|
|
74 |
60 |
Post Tensioning |
LS |
1.00 |
$260,000.00 |
$260,000.00 |
|
|
75 |
61 |
Reinf. Pile Tip |
Each |
171.00 |
$100.00 |
$17,100.00 |
|
|
76 |
62 |
Bridge Drains |
Each |
3.00 |
$3,500.00 |
$10,500.00 |
|
|
77 |
63 |
Preformed Elastomeric Strip Seals |
LS |
1.00 |
$38,000.00 |
$38,000.00 |
|
|
78 |
64 |
Asphaltic Plug Joint Seal |
LS |
1.00 |
$7,500.00 |
$7,500.00 |
|
|
79 |
65 |
Fence, Protective-Type B (std) |
M |
231.00 |
$170.00 |
$39,270.00 |
|
|
80 |
66 |
Fence, Protective-Type A (modified) |
M |
60.00 |
$184.00 |
$11,040.00 |
|
|
81 |
67 |
Span 4- Lifting and Lowering |
LS |
1.00 |
$140,000.00 |
$140,000.00 |
|
|
82 |
68 |
Reinforced Concrete End Panels |
M2 |
184.00 |
$145.00 |
$26,680.00 |
|
|
83 |
69 |
Shoring, Cribbing, etc |
LS |
1.00 |
$22,000.00 |
$22,000.00 |
|
|
84 |
|
|
|
|
|
$3,061,678.61 |
|
|
85 |
|
Retaining Walls |
|
|
|
|
|
|
86 |
70 |
Retaining Wall, Contractor Option |
M2 |
169.10 |
$216.00 |
$36,525.60 |
|
|
87 |
71 |
Retaining Wall, CIP Concrete |
M2 |
67.00 |
$300.00 |
$20,100.00 |
|
|
88 |
72 |
Temporary Geotextile Wall |
LS |
1.00 |
$20,000.00 |
$20,000.00 |
|
|
89 |
73 |
Single Slope Concrete Rail on Wall |
LS |
1.00 |
$7,500.00 |
$7,500.00 |
|
|
90 |
|
|
|
|
|
$84,125.60 |
|
|
91 |
|
Part 00600 Bases |
|
|
|
|
|
|
92 |
74 |
Aggregate Base, Subbase and Shoulders |
Mg |
3,205.02 |
$24.00 |
$76,920.48 |
|
|
93 |
75 |
Level 3 19 mm Open Graded HMAC |
Mg |
618.70 |
$48.00 |
$29,697.60 |
|
|
94 |
|
|
|
|
|
$106,618.08 |
|
|
95 |
|
Part 00700 Wearing Surfaces |
|
|
|
|
|
|
96 |
76 |
Plain, Dowelled Concrete Pavement, 300mm |
M2 |
2,827.16 |
$55.00 |
$155,493.80 |
|
|
97 |
77 |
Asphalt Concrete Pavement (Commercial Mix) |
Mg |
2,613.68 |
$49.00 |
$128,070.32 |
|
|
98 |
78 |
Extra for Asphalt Approaches |
Each |
2.00 |
$300.00 |
$600.00 |
|
|
99 |
79 |
Extra for Rail Paving |
M |
60.00 |
$45.00 |
$2,700.00 |
|
|
100 |
80 |
PCC to AC Transition |
Each |
4.00 |
$150.00 |
$600.00 |
|
|
101 |
81 |
Concrete Curb,Type C |
M |
808.00 |
$75.00 |
$60,600.00 |
|
|
102 |
82 |
Concrete Curb, Type A |
M |
87.33 |
$90.00 |
$7,859.70 |
|
|
|
|
|
|
|
|
|
|
|
---|
103 |
83 |
Drainage Curb |
M |
23.60 |
$40.00 |
$944.00 |
|
|
104 |
84 |
Concrete Driveways |
M2 |
180.63 |
$55.00 |
$9,934.65 |
|
|
105 |
85 |
Concrete Walks |
M2 |
1,237.20 |
$45.00 |
$55,674.00 |
|
|
106 |
86 |
Concrete Island |
M2 |
0.00 |
$30.00 |
$0.00 |
|
|
107 |
|
|
|
|
|
$422,476.47 |
|
|
108 |
NO. |
ITEM |
UNIT |
QUANTITY |
UNIT COST |
TOTAL |
|
|
109 |
|
Part 00800 Permanent Traffic Control and Guidance Devices |
|
|
|
|
|
|
110 |
87 |
Impact Attenuator, 69" Wide |
Each |
2.00 |
$35,000.00 |
$70,000.00 |
|
|
111 |
88 |
Impact Attenuator, 36" Wide |
Each |
2.00 |
$25,000.00 |
$50,000.00 |
|
|
112 |
89 |
Concrete Shoulder Barrier, Reflectorized |
M |
186.70 |
$100.00 |
$18,670.00 |
|
|
113 |
90 |
Concrete Barrier, Single Slope, Reflectorized |
M |
21.00 |
$95.00 |
$1,995.00 |
|
|
114 |
91 |
Permanent Closure Barricades |
M |
112.90 |
$85.00 |
$9,596.50 |
|
|
115 |
92 |
Permanent Closure Railroad Gates |
Each |
3.00 |
$8,000.00 |
$24,000.00 |
|
|
116 |
93 |
Crosswalk Closure Barricades |
Each |
1.00 |
$750.00 |
$750.00 |
|
|
117 |
94 |
Permanent Pavement Striping Tape, Hot-Inlaid |
M |
0.00 |
$6.00 |
$0.00 |
|
|
118 |
95 |
Methyl Methacrylate, Profile, 3.0mm, Extruded |
M |
1,409.00 |
$6.00 |
$8,454.00 |
|
|
119 |
96 |
Pavement Legend, Type B: Bicycle Lane Symbol |
Each |
5.00 |
$350.00 |
$1,750.00 |
|
|
120 |
97 |
Pavement Legend, Type B: Arrows |
Each |
3.00 |
$200.00 |
$600.00 |
|
|
121 |
98 |
Pavement Line, Type A |
M2 |
0.00 |
$50.00 |
$0.00 |
|
|
122 |
99 |
Pavement Legend, Type B: Diamonds |
Each |
0.00 |
$350.00 |
$0.00 |
|
|
123 |
|
|
|
|
|
$185,815.50 |
|
|
124 |
|
Part 00900 Permanent Traffic Control and Illumination Systems |
|
|
|
|
|
|
125 |
100 |
Pipe Sign Posts |
LS |
1.00 |
$12,000.00 |
$12,000.00 |
|
|
126 |
101 |
Luminaire Pole Sign Mounts |
LS |
1.00 |
$500.00 |
$500.00 |
|
|
127 |
102 |
Barrier Sign Mounts |
LS |
1.00 |
$1,600.00 |
$1,600.00 |
|
|
128 |
103 |
Type W1 Signs In Place |
M2 |
6.52 |
$200.00 |
$1,304.00 |
|
|
129 |
104 |
Type W2 Signs In Place |
M2 |
1.88 |
$190.00 |
$357.20 |
|
|
130 |
105 |
Type Y1 Signs In Place |
M2 |
10.86 |
$200.00 |
$2,172.00 |
|
|
131 |
106 |
Type G Signs in Place |
M2 |
0.64 |
$200.00 |
$128.00 |
|
|
132 |
107 |
Type R Signs In Place |
M2 |
14.28 |
$200.00 |
$2,856.00 |
|
|
133 |
108 |
Type W4 Signs In Place |
M2 |
1.88 |
$200.00 |
$376.00 |
|
|
134 |
109 |
Type WA Signs In Place |
M2 |
0.00 |
$200.00 |
$0.00 |
|
|
135 |
110 |
Remove Existing Signs |
LS |
1.00 |
$6,000.00 |
$6,000.00 |
|
|
136 |
111 |
Remove and Reinstall Existing Signs |
LS |
1.00 |
$1,500.00 |
$1,500.00 |
|
|
137 |
112 |
Roadway Illumination Installation, Complete |
LS |
1.00 |
$144,250.00 |
$144,250.00 |
|
|
138 |
|
|
|
|
|
$173,043.20 |
|
|
139 |
|
Part 01000 Right of Way Development and Control |
|
|
|
|
|
|
140 |
113 |
CL6 Chain Link Fence |
M |
77.00 |
$130.00 |
$10,010.00 |
|
|
141 |
114 |
Monument Boxes, Installed |
Each |
0.00 |
$125.00 |
$0.00 |
|
|
142 |
115 |
Multiple Mailbox Supports |
Each |
1.00 |
$600.00 |
$600.00 |
|
|
143 |
|
|
|
|
|
$10,610.00 |
|
|
144 |
|
Water Main Relocation |
|
|
|
|
|
|
145 |
116 |
Mobilization |
LS |
1.00 |
$30,000.00 |
$30,000.00 |
|
|
146 |
117 |
Trench Excavation |
CM |
709.00 |
$20.00 |
$14,180.00 |
47.00 |
$940.00 |
147 |
118 |
Trench Backfill (imported) |
CM |
360.00 |
$21.00 |
$7,560.00 |
77.00 |
$1,617.00 |
148 |
119 |
400mm Calss 52 Restrained D.I. Pipe, w/ Pipe Zone Bedding & Backfill |
LM |
346.40 |
$330.00 |
$114,312.00 |
|
|
149 |
120 |
200mm Calss 52 Restrained D.I. Pipe, w/ Pipe Zone Bedding & Backfill |
LM |
17.50 |
$157.00 |
$2,747.50 |
|
|
150 |
121 |
Steel Casing, 900 mm O.D. x 16 mm Wall Thickness |
LM |
30.48 |
$2,000.00 |
$60,960.00 |
|
|
151 |
122 |
38mm Top Lift A.C. Pavement, Class C |
SM |
199.59 |
$20.00 |
$3,991.80 |
49.51 |
$990.20 |
152 |
123 |
38mm Base Lift A.C. Pavement, Class B |
SM |
199.59 |
$18.00 |
$3,592.62 |
49.51 |
$891.18 |
|
|
|
|
|
|
|
|
|
---|
153 |
124 |
150mm Concrete Pavement Resurfacing |
SM |
202.27 |
$57.00 |
$11,529.39 |
65.37 |
$3,726.09 |
154 |
125 |
200mm Crushed Rock Pavement Base |
CM |
65.00 |
$27.00 |
$1,755.00 |
3.50 |
$94.50 |
155 |
126 |
400mm Butterfly Valve |
EA |
6.00 |
$2,500.00 |
$15,000.00 |
|
|
156 |
127 |
200mm Gate Valve |
EA |
2.00 |
$900.00 |
$1,800.00 |
|
|
157 |
128 |
150mm Gate Valve |
EA |
2.00 |
$600.00 |
$1,200.00 |
|
|
158 |
129 |
100mm Gate Valve |
EA |
0.00 |
$500.00 |
$0.00 |
|
|
159 |
130 |
TF500 Blow-Off/Air Release Assembly |
EA |
3.00 |
$600.00 |
$1,800.00 |
|
|
160 |
131 |
Hydrant Assemblies |
EA |
4.00 |
$3,000.00 |
$12,000.00 |
1.00 |
$3,000.00 |
161 |
132 |
Cathodic Protection Anodes |
EA |
0.00 |
$500.00 |
$0.00 |
|
|
162 |
133 |
Construction Signs |
EA |
0.00 |
$500.00 |
$0.00 |
|
|
163 |
134 |
Survey |
LS |
1.00 |
$2,000.00 |
$2,000.00 |
|
|
164 |
135 |
Flagging |
HR |
71.00 |
$35.00 |
$2,485.00 |
|
|
165 |
136 |
Temporary Protection and Direction of Traffic |
LS |
1.00 |
$2,000.00 |
$2,000.00 |
|
|
166 |
|
|
|
|
|
$288,913.31 |
|
$11,258.97 |
167 |
|
|
|
|
|
|
|
$277,654.34 |
168 |
|
Subtotal: |
|
|
|
$5,742,929.22 |
|
|
170 |
|
CM / GC Fee @ 4.25% |
|
|
|
$244,074.49 |
|
|
171 |
|
|
|
|
|
$5,987,003.71 |
|
|
173 |
|
Contract Change Orders |
|
|
|
|
|
|
174 |
|
CCO No. 18: Lower Albina Contract Time Extension |
|
|
|
$0.00 |
|
|
175 |
|
CCO No. 19: Remove Tucker Building Debris |
|
|
|
$9,348.15 |
|
|
176 |
|
CCO No. 19: Demo Van Raden Building |
|
|
|
$7,888.40 |
|
|
177 |
|
CCO No. 19: Depose leaking PCB light ballasts |
|
|
|
$2,285.80 |
|
|
178 |
|
CCO No. 19: PCB Concrete Removal |
|
|
|
$33,386.85 |
|
|
179 |
|
CCO No. 34: Hazmat Lower Albina Bridge |
|
|
|
$129,991.15 |
|
|
180 |
|
CCO No. 35: Remove Abandoned Elevator Shaft |
|
|
|
$582.37 |
|
|
181 |
|
CCO No. 35: Abandon Piezometer Wells |
|
|
|
$845.85 |
|
|
182 |
|
CCO No. 35: Compensation for Construction Easement |
|
|
$2,500.00 |
|
|
183 |
|
CCO No. 38: Add'l Pile Quantity/Splicing/Plate Tips |
|
|
|
$74,513.36 |
|
|
184 |
|
CCO No. 43: Catch Basin on VanRaden Property |
|
|
|
$4,207.36 |
|
|
185 |
|
CCO No. 43: 8" Water Main at Albina / River |
|
|
|
$18,410.98 |
|
|
186 |
|
CCO No. 43: Install 1" Insulating Service Corps |
|
|
|
$211.46 |
|
211.46 |
187 |
|
CCO No. 43: Utility Fees for Span Wire Removal |
|
|
|
$2,392.49 |
|
$277,865.80 |
188 |
|
CCO No. 43: Install Power Pole Guy Line Anchor |
|
|
|
$349.62 |
|
|
189 |
|
CCO No. 48: Delete Street Light Luminaire #16 |
|
|
|
($2,094.38) |
|
|
190 |
|
CCO No. 48: Valvoline Spur Track Removal |
|
|
|
$21,960.59 |
|
|
191 |
|
CCO No. 57: Roadway Foundation Stabilization |
|
|
|
$3,527.60 |
|
|
192 |
|
CCO No. 75: Fence Holes, RR Flaging, River St. Inlets |
|
|
($14,712.89) |
|
|
193 |
|
CCO No. 80: Civil and Structural Revisions |
|
|
|
$41,716.03 |
|
|
194 |
|
CCO No. 85: Reconcile CCO No. 34 Final Amount |
|
|
|
$3,545.12 |
|
|
195 |
|
CCO No. __: Corrosion Protection Anodes |
|
|
|
$10,344.24 |
|
|
196 |
|
CCO No. __: Relocate WC Manhole |
|
|
|
|
|
|
197 |
|
CCO No. __: LA Sewer Redesign, Abandon Storm / Sanitary |
|
|
|
|
|
198 |
|
Subtotal: |
|
|
|
$351,200.15 |
|
|
201 |
|
Potential Change Orders |
|
|
(requested) |
Latest Est. |
|
|
202 |
|
PC246: Sewer |
|
|
|
|
|
|
203 |
|
840 - Storm, Sanitary & Gas Line Conflicts |
|
|
$1,373.39 |
$0.00 |
|
|
204 |
|
872 - Redesign Sanitary Sewer |
|
|
$14,904.82 |
$0.00 |
|
|
205 |
|
874 - Encountered Concrete Wall |
" |
|
$1,235.38 |
$636.61 |
|
|
206 |
|
875 - Concrete Removal |
" |
|
$2,421.37 |
$0.00 |
|
|
|
|
|
|
|
|
|
|
|
---|
207 |
|
877 - Ductbank Encounter |
" |
|
$829.46 |
$696.62 |
|
|
208 |
|
950 - Concrete Rail crossing Encounter |
|
|
$2,233.19 |
$0.00 |
|
|
209 |
|
956 - Encountered Utilities |
" |
|
$1,673.16 |
$0.00 |
|
|
211 |
|
PC247: Water |
|
|
|
|
|
|
212 |
|
893 - Abandon Sewer Pipes |
" |
|
$7,479.62 |
$0.00 |
|
|
213 |
|
887 - Relocate WQ Manhole |
|
|
$10,362.51 |
$0.00 |
|
|
214 |
|
979 - Adjust MH#6 and MH#7 |
|
|
$0.00 |
$0.00 |
|
|
215 |
|
PC248: Accelleration |
Zero! |
|
|
|
|
|
216 |
|
|
|
|
|
$1,333.23 |
|
|
218 |
|
Total Plus CO's and PC's |
|
|
|
$6,339,537.09 |
|
|
220 |
Raise Interstate & Traffic Signal |
NOT UPDATED |
|
|
222 |
|
|
|
|
SWI 100% |
|
|
|
223 |
Bid Item |
ITEM |
UNIT |
QUANTITY |
UNIT COST |
Subtotal |
|
|
224 |
|
Structural Elements |
|
|
|
|
|
|
225 |
2050.10 |
Viaduct Removal |
LS |
1.00 |
$156,000.00 |
$156,000.00 |
|
|
226 |
2227.01 |
Geofoam |
CY |
4,348.00 |
$110.00 |
$478,280.00 |
|
|
227 |
2233.01 |
Aggregate Base |
CY |
1,502.00 |
$36.00 |
$54,072.00 |
|
|
228 |
2160.01 |
Curtain Wall / Crash Wall / 3' Shafts |
SF |
5,027.00 |
$45.00 |
$226,215.00 |
|
|
229 |
2465.01 |
Drilled Shaft, 3' dia |
LF |
2,330.00 |
$350.00 |
$815,500.00 |
|
|
230 |
2513.01 |
Reinforced Concrete Bridge End Panel |
SF |
3,013.00 |
$18.00 |
$54,234.00 |
|
|
231 |
2525.12 |
Intergral Concrete Parapet / Sidewalk |
LF |
326.00 |
$150.00 |
$48,900.00 |
|
|
232 |
2525.13 |
Intergral Concrete Parapet / Sidewalk w Cantilever |
LF |
46.00 |
$210.00 |
$9,660.00 |
|
|
233 |
|
Traffic control - concrete barrier |
LF |
150.00 |
$30.00 |
$4,500.00 |
|
|
234 |
|
Special provisions, misc overhead items |
18.7% |
|
$1,847,361.00 |
$344,671.50 |
|
|
236 |
|
Civil Elements |
|
|
|
|
|
|
237 |
|
Reconstruction due to profile change |
|
|
|
|
|
|
238 |
2510 |
A/C Pavement: |
TN |
935.00 |
$44.00 |
$41,140.00 |
|
|
239 |
2233.01 |
3/4"-0 Agg. Base |
CY |
420.00 |
$40.00 |
$16,800.00 |
|
|
240 |
2233.02 |
1 1/2"-0 Agg. Base |
CY |
610.00 |
$36.00 |
$21,960.00 |
|
|
241 |
2233.02 |
1 1/2"-0 Agg. Base 3.5' rock blanket over lightweight fill |
CY |
3,300.00 |
$36.00 |
$118,800.00 |
|
|
242 |
|
Embankment |
CY |
420.00 |
$35.00 |
$14,700.00 |
|
|
243 |
|
Special provisions, misc overhead items |
18.7% |
|
$213,400.00 |
$39,815.12 |
|
|
245 |
|
Reconstruction of Tillamook and adjacent parking |
|
|
|
|
|
|
246 |
2510 |
A/C Pavement: |
TN |
60.00 |
$44.00 |
$2,640.00 |
|
|
247 |
2233.01 |
3/4"-0 Agg. Base |
CY |
25.00 |
$40.00 |
$1,000.00 |
|
|
248 |
2233.02 |
1 1/2"-0 Agg. Base |
CY |
37.00 |
$36.00 |
$1,332.00 |
|
|
249 |
2525.07 |
Sidewalk |
SY |
290.00 |
$35.00 |
$10,150.00 |
|
|
250 |
2720.05 |
10" CSP stub, plug & mark |
LF |
30.00 |
$98.50 |
$2,955.00 |
|
|
251 |
|
Embankment |
CY |
150.00 |
$35.00 |
$5,250.00 |
|
|
252 |
|
Special provisions, misc overhead items |
18.7% |
|
$23,327.00 |
$4,352.24 |
|
|
254 |
|
Overlay at Existing Profile Grade, Interstate |
|
|
|
|
|
|
255 |
2510 |
AC, 2" Overlay |
TN |
310.00 |
$44.00 |
$13,640.00 |
|
|
256 |
2273.02 |
Pavement Overlay Geotextile |
SY |
500.00 |
$15.00 |
$7,500.00 |
|
|
257 |
2050.02 |
Cold Plane Pvmt. Rem. |
SY |
500.00 |
$6.00 |
$3,000.00 |
|
|
258 |
|
Special provisions, misc overhead items |
18.7% |
|
$24,140.00 |
$4,503.92 |
|
|
260 |
|
Overlay at Existing Profile Grade, Tillamook |
|
|
|
|
|
|
261 |
2510 |
AC, 2" Overlay |
TN |
20.00 |
$44.00 |
$880.00 |
|
|
262 |
2273.02 |
Pavement Overlay Geotextile |
SY |
36.00 |
$15.00 |
$540.00 |
|
|
263 |
2050.02 |
Cold Plane Pvmt. Rem. |
SY |
36.00 |
$6.00 |
$216.00 |
|
|
264 |
|
Special provisions, misc overhead items |
18.7% |
|
$1,636.00 |
$305.24 |
|
|
|
|
|
|
|
|
|
|
|
---|
267 |
|
Traffic Signal Installation - Tillamook, Complete |
|
|
|
|
|
|
268 |
2845.07 |
Traffic Signal Installation - Complete |
LS |
1.00 |
$214,000.00 |
$214,000.00 |
|
|
269 |
2845.2 |
Traffic Signal Interconnection, Complete |
LF |
155.00 |
$9.40 |
$1,457.00 |
|
|
270 |
|
Special provisions, misc overhead items |
18.7% |
|
$215,457.00 |
$40,198.90 |
|
|
273 |
|
Subtotal: |
|
|
|
$2,759,167.92 |
|
|
275 |
|
Minus change from drilled shaft to driven piles |
|
|
|
-$436,467.00 |
|
|
277 |
|
Total Raise Interstate |
|
|
|
$2,486,251.00 |
|
|
281 |
Bid Item |
Description |
Quantity |
Unit |
Unit Cost |
Total Amount |
|
|
282 |
0.SP-04 |
Permits (Contractor Furnished) |
1 |
LS |
$50,000.00 |
$50,000.00 |
|
|
283 |
|
Widmer Tenant Improvements |
1 |
LS |
$250,000.00 |
$250,000.00 |
|
|
284 |
SP-15 |
Traffic Control |
1 |
LS |
$3,450,000.00 |
$3,450,000.00 |
|
|
285 |
|
Ashgrove Temp Access |
1 |
LS |
|
$0.00 |
|
|
286 |
0.SP-21 |
Special Workplace Training Program |
1 |
LS |
$35,000.00 |
$35,000.00 |
|
|
287 |
|
DBE Coordinator |
1635 |
HRS |
$105.00 |
$171,675.00 |
|
|
288 |
|
Asbestos Removal Provisions |
0 |
PS |
$25,000.00 |
$0.00 |
|
|
289 |
0.SP-29 |
Water Connection Permits |
20 |
LS |
|
$0.00 |
|
|
290 |
0.SP-59 |
Pre-construction Record of Survey Monuments |
0 |
LS |
$0.00 |
$0.00 |
|
|
291 |
0.SP-60 |
Post-construction Record of Survey |
1 |
LS |
$20,000.00 |
$20,000.00 |
|
|
292 |
1050.01 |
Field Engineering |
1 |
LS |
$770,000.00 |
$770,000.00 |
|
|
293 |
1150.01 |
Project Noise & Vibration Control |
1 |
LS |
$123,200.00 |
$123,200.00 |
|
|
294 |
1310.01 |
Project Schedules |
1 |
LS |
$130,000.00 |
$130,000.00 |
|
|
295 |
1400.01 |
Quality Control |
1 |
LS |
$990,000.00 |
$990,000.00 |
|
|
296 |
1450.01 |
Hazardous and Contaminated Substance Health and Safety Plan |
1 |
LS |
$25,000.00 |
$25,000.00 |
|
|
297 |
1460.01 |
Unknown Hazardous & Contaminated Substances |
1 |
LS |
$50,000.00 |
$50,000.00 |
|
|
298 |
1505.01 |
Mobilization |
1 |
LS |
$7,441,500.00 |
$7,441,500.00 |
|
|
299 |
1520.01 |
Street Cleaning and Site Maintenance |
1 |
LS |
$180,000.00 |
$180,000.00 |
|
|
300 |
1535.01 |
Tree and Plant Protection Fencing |
0 |
LS |
$110,000.00 |
$0.00 |
|
|
301 |
1540.01 |
Security |
1 |
LS |
$260,000.00 |
$260,000.00 |
|
|
303 |
|
|
|
|
|
$13,946,375.00 |
|
|
304 |
|
|
|
|
|
$0.19 |
|
|
305 |
|
|
|
LS10ab 100% Total |
|
$74,749,404.00 |
|
|
308 |
UPRR Track & Signal Work |
|
|
|
|
|
|
310 |
Phase I: AEI Scanner relocation and Glacier Northwest track work
|
|
|
$444,000.00 |
|
|
311 |
Phase II: Removal of spur and crossings in Railroad Avenue and
associated signal work |
|
$106,000.00 |
|
|
312 |
Phase III: Remove Valvoline spur turnout & switch |
|
|
|
|
$3,600.00 |
|
|
313 |
Flagging |
|
|
|
|
$91,976.60 |
|
|
314 |
|
|
|
|
TOTAL |
$645,576.60 |
|
|
316 |
Glacier NW Access Settlement |
|
|
|
|
|
|
318 |
|
Per Agreement |
|
|
|
$145,000.00 |
|
|
320 |
Utility Relocations (ELI & UPRR Fiber Optic) |
|
|
|
|
|
321 |
|
ELI |
|
|
|
$6,946.63 |
|
|
322 |
|
Kewit |
|
|
|
$94,536.16 |
|
|
323 |
|
|
|
|
TOTAL |
$101,482.79 |
|
|
325 |
Demo Valvoline Building |
|
|
|
|
|
|
326 |
|
City Bid |
|
|
|
$43,401.00 |
|
|
327 |
|
Asbestos Change Order |
|
|
|
$13,500.00 |
|
|
328 |
|
TOTAL |
|
|
|
$56,901.00 |
|
|
330 |
BWW Crews |
|
|
|
|
|
|
331 |
|
Construction (BWW project #3402 includes overhead - Betterment/Reimbursement
split BWW 61%, PDOT 39%) PB #1for charges 7/1/01 - 6/30/02 &
PB #6 for charges 8/1/02 - 10/23/02. |
|
$89,427.00 |
|
|
332 |
|
Change Order (River and Albina 100% BTED) - project code Z1 |
|
$21,307.00 |
|
|