project estimate report: development phase
TRANSCRIPT
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate Report.docx Printed 08/25/20 Page 1 of 2 Form Version 9-25-02
Project Estimate Report: Development Phase for
HVUT 2 - NE Cornfoot Rd August 18, 2020
Requested by: Zef Wagner Prepared by: Ryan Webb Location: NE Cornfoot Rd between NE 47th Avenue and NE Alderwood Rd (700ft
west) Description: Base repair and paving in some sections of roadway (approximately
16.5% total area), 2” Grind & Inlay over westbound lane, 2” overlay on both lanes.
Issues: • Water – None identified • BES (storm, sanitary, water-quality facilities) – None identified • Signals and Street Lighting – None identified • Environmental and Zoning – None identified • Contaminated Media – None identified • Right-of-Way Needs – None identified • Railroads (BNSF; UPRR; PTTR) – None identified • Parks (landscaping and irrigation) – None identified • Other Jurisdictions (counties, schools, Port, ODOT, Tri-Met) – Within Multnomah County
Drainage District (MCDD). Cost Estimate:
Total Construction $ 1,090,000 Project Management (5%) $ 47,000 Design Engineering (25%) $ 237,000 Construction Management (15%) $ 142,000 Right-of-Way (Cost + 20% Contingency) $ Overhead (80.85%) $ 344,000 Total Inflation and Allowance for Design Refinement
$ 748,000
Total Project Estimate: $ 2,608,000
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate Report.docx Printed 08/25/20 Page 2 of 2 Form Version 9-25-02
Estimating Assumptions: • Existing conditions are based on GIS and Google Street view. • Assumed 2” Grind & Inlay on west bound lane only, 2” over lay on total width of NE
Cornfoot. • Assumed no Clearing & Grubbing Bid Item or Removal of Structures and Obstructions
as this is grinding and paving project only, per direction Jason Grassman. + • Assumed as this project is a grind & inlay project, does not trigger the BES SWIMM
manual, therefore no drainage facilities included in the estimate. • Assume corners at NE 55th Avenue (northside) and all corners at NE 47th Avenue will be
rebuilt by NE Cornfoot MUP project (T00811). • Assume corners at NE 55th Avenue (southside) will need to be rebuilt to meet ADA
standards. • Assumed base repair required in some sections, with total area of 2,250 sq. yd.,
primarily in westbound lane, based Geotechnical Report by GRI dated 12/3/2018. • Assumed total length for striping provided by Jennie Tower, TDS. • Assumed traffic control for Grind and Inlay construction: close one lane, making a one-
way street, with flaggers at major driveways (6 flaggers per day) and detour for traffic in the direction of the closed lane.
• Assumed 12 sequential arrow signs (lane closure/merge/one-way and detour routing). • Assume that street trees will be planted and established by NE Cornfoot MUP project. • The years of inflation for this project is 4 years. • The level of confidence for this estimate is low.
Review & Approval: Reviewed by Engineer of Record Date Reviewed and Approved by Engineering Services Division Manager Date Attachments: • Detailed estimate spreadsheet • Site map
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981
August 25, 2020
August 25, 2020
CITY OF PORTLAND, OREGONBUREAU OF TRANSPORTATION
NE Cornfoot Rd - 2" Grind & Inlay (east bound lane) with 2" overlay on total width Date: August 10, 2020 By: Ryan Webb
VALUES IN BLUE ARE PERCENT OF CONTRACT.
###### BID ITEMS ######
NO. ITEMS OF WORK AND MATERIALSSPEC
REFERENCE UNITTOTAL
QUANTITY UNIT PRICETOTAL
AMOUNT
1 MOBILIZATION 0210 LS 1.00 89,690.43$ 89,690.43$
2 TEMPORARY PROTECTION & DIRECTION OF TRAFFIC 0225 LS 1.00 32,614.70$ 32,614.70$
3 TEMPORARY SIGNS 0225 SQFT 0.00 20.50$ -$
4 TEMPORARY BARRICADES, TYPE II 0225 EACH 0.00 100.00$ -$
5 TEMPORARY BARRICADES, TYPE III 0225 EACH 0.00 150.00$ -$
6 TEMPORARY CONCRETE BARRIER, REFLECTORIZED 0225 FOOT 0.00 29.00$ -$
7 MOVING TEMPORARY CONCRETE BARRIER 0225 FOOT 0.00 12.00$ -$
8 TEMPORARY IMPACT ATTENUATOR 0225 EACH 0.00 1,500.00$ -$
9 TEMPORARY PEDESTRIAN CHANNELIZING DEVICES 0225 FOOT 0.00 65.20$ -$
10 TEMPORARY PEDESTRIAN WALKWAYS 0225 FOOT 0.00 48.60$ -$
11 TEMPORARY PLASTIC DRUMS 0225 EACH 0.00 56.00$ -$
12 TEMPORARY REFLECTIVE PAVEMENT MARKERS 0225 EACH 0.00 6.30$ -$
13 TEMPORARY FLEXIBLE PAVEMENT MARKERS 0225 EACH 0.00 4.30$ -$
14 TEMPORARY STRIPING 0225 FOOT 0.00 1.20$ -$
15 STRIPE REMOVAL 0225 FOOT 0.00 1.25$ -$
16 STRIPING & STRIPE REMOVAL MOBILIZATION 0225 EACH 0.00 1,180.00$ -$
17 TEMPORARY TRAFFIC SIGNAL INSTALLATION 0225 EACH 0.00 68,000.00$ -$
18 SEQUENTIAL ARROW SIGNS 0225 EACH 0.00 1,788.00$ -$
19 PORTABLE CHANGEABLE MESSAGE SIGNS 0225 EACH 0.00 8,836.00$ -$
20 FLAGGERS 0225 HOUR 0.00 55.40$ -$
21 TRAFFIC CONTROL SUPERVISOR 0225 HOUR 0.00 80.50$ -$
22 TEMPORARY TYPE ORANGE PLASTIC MESH FENCE 0270 FOOT 0.00 7.10$ -$
23 TEMPORARY CL-6R CHAIN LINK FENCE 0270 FOOT 0.00 22.10$ -$
24 EROSION CONTROL 0280 LS 1.00 8,153.68$ 8,153.68$
25 PLASTIC SHEETING 0280 SQFT 0.00 0.63$ -$
26 MATTING 0280 SQFT 0.00 3.50$ -$
27 CONSTRUCTION ENTRANCES 0280 EACH 0.00 2,666.00$ -$
28 SEDIMENT FENCE, SUPPORTED 0280 FOOT 0.00 4.20$ -$
29 SEDIMENT FENCE, UNSUPPORTED 0280 FOOT 0.00 5.00$ -$
30 INLET PROTECTION 0280 EACH 0.00 118.00$ -$
31 POLLUTION CONTROL PLAN 0290 LS 1.00 815.37$ 815.37$
32 CONTAMINATED MEDIA DISPOSAL 0291 CUYD 0.00 262.00$ -$
33 TRUCK LINERS 0291 EACH 0.00 470.00$ -$
34 HASP/CMDP WORKPLANS 0291 LS 0.00 1,499.00$ -$
35 CONSTRUCTION SURVEY WORK 0305 LS 1.00 -$ -$
36 REMOVAL OF PIPES 0310 FOOT 0.00 25.30$ -$
37 REMOVAL OF CURBS 0310 FOOT 0.00 25.30$ -$
38 REMOVAL OF WALKS AND DRIVEWAYS 0310 SQYD 0.00 13.90$ -$
PRELIMINARY ENGINEER'S ESTIMATE FOR PROJECTS GREATER THAN $1M
PRELIMINARY ENGINEER'S ESTIMATE FOR THE IMPROVEMENT OF NE CORNFOOT ROAD FROM NE 47TH AVENUE TO NE ALDERWOOD ROAD
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate.xlsm
Page 1 of 10
Printed 8/25/20208:01 AMTemplate Version: 10/17
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981
NO. ITEMS OF WORK AND MATERIALSSPEC
REFERENCE UNITTOTAL
QUANTITY UNIT PRICETOTAL
AMOUNT
39 REMOVAL OF SURFACINGS 0310 SQYD 0.00 8.20$ -$
40 REMOVAL OF INLETS 0310 EACH 0.00 310.00$ -$
41 REMOVAL OF MANHOLES 0310 EACH 0.00 1,050.00$ -$
42 REMOVAL OF RAILROAD TRACK AND TIES 0310 FOOT 0.00 95.50$ -$
43 SALVAGING AND STOCKPILING OF COBBLESTONES 0310 SQYD 0.00 122.00$ -$
44 REMOVE AND REINSTALL HORSE RINGS 0310 EACH 0.00 291.25$ -$
45 REMOVAL OF STRUCTURES & OBSTRUCTIONS 0310 LS 0.00 32,614.70$ -$
46 REMOVAL OF FENCES 0310 FOOT 0.00 6.00$ -$
47 CLEARING AND GRUBBING 0320 LS 0.00 20,384.19$ -$
48 TREE ROOT REMOVAL 0320 HOUR 0.00 330.00$ -$
49 TREE TRIMMING 0320 HOUR 0.00 152.00$ -$
50 DITCH EXCAVATION 0330 CUYD 0.00 60.00$ -$
51 GENERAL EXCAVATION 0330 CUYD 11.00 62.70$ 689.70$
52 SURCHARGE EXCAVATION 0330 CUYD 0.00 3.80$ -$
53 EMBANKMENT IN PLACE 0330 CUYD 0.00 24.00$ -$
54 SETTLEMENT PLATE 0330 EACH 0.00 772.00$ -$
55 12 INCH SUBGRADE STABILIZATION 0331 SQYD 2,250.00 55.40$ 124,650.00$
56 AGGREGATE DITCH LINING 0333 SQYD 0.00 38.40$ -$
57 WATERING 0340 MGAL 0.00 36.39$ -$
58 DRAINAGE GEOTEXTILE, TYPE 2 0350 SQYD 0.00 1.78$ -$
59 EMBANKMENT GEOTEXTILE 0350 SQYD 0.00 2.24$ -$
60 SUBGRADE GEOTEXTILE 0350 SQYD 0.00 1.79$ -$
61 GEOGRID 0350 SQYD 0.00 3.08$ -$
62 GRANULAR DRAINAGE BLANKET 0360 TON 0.00 42.12$ -$
63 FILTER BLANKET 0390 SQYD 0.00 24.52$ -$
64 LOOSE RIPRAP, CLASS 50 0390 CUYD 0.00 35.10$ -$
65 LOOSE RIPRAP, CLASS 100 0390 CUYD 0.00 59.70$ -$
66 WIRE MESH SLOPE PROTECTION 0398 SQFT 0.00 5.71$ -$
67 VIDEO INSPECTION OF SEWERS, MAINLINE 0401 FOOT 0.00 4.83$ -$
68 TRENCH EXCAVATION, COMMON 0405 CUYD 0.00 25.50$ -$
69 EXPLORATORY EXCAVATION 0405 CUYD 0.00 130.00$ -$
70 POTHOLE EXCAVATION 0405 EACH 0.00 987.40$ -$
71 TRENCH FOUNDATION STABILIZATION 0405 CUYD 0.00 97.86$ -$
72 TRENCH BACKFILL, CLASS B 0405 CUYD 0.00 39.00$ -$
73 STORMWATER CURB EXTENSIONS 0415 SQFT 0.00 35.00$ -$
74 STORMWATER PLANTERS 0415 SQFT 0.00 47.70$ -$
75 STORMWATER SWALES 0415 SQFT 0.00 19.70$ -$
76 3 INCH DRAIN PIPE 0430 FOOT 0.00 17.00$ -$
77 SUBSURFACE DRAIN OUTLETS 0430 EACH 0.00 610.00$ -$
78 12 INCH PIPE, PVC AWWA C900, CI 150, BEDDING TYPE: D, COMPLETE 0445 FOOT 0.00 130.00$ -$
79 6 INCH PIPE, PVC ASTM D3034 SDR35, BEDDING TYPE: D 0445 FOOT 0.00 100.00$ -$
80 8 INCH PIPE, PVC ASTM D3034 SDR35, BEDDING TYPE: D 0445 FOOT 0.00 90.00$ -$
81 10 INCH PIPE, PVC ASTM D3034 SDR35, BEDDING TYPE: D, COMPLETE 0445 FOOT 0.00 174.42$ -$
82 12 INCH PIPE, PVC ASTM D3034 SDR35, BEDDING TYPE: D, COMPLETE 0445 FOOT 0.00 187.52$ -$
83 18 INCH PIPE, PVC ASTM D3034 SDR35, BEDDING TYPE: D 0445 FOOT 0.00 130.00$ -$
84 10 INCH PIPE, HDPE ASTM F714 SDR 26 BEDDING TYPE:D, COMPLETE 0445 FOOT 0.00 160.50$ -$
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate.xlsm
Page 2 of 10
Printed 8/25/20208:01 AMTemplate Version: 10/17
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981
NO. ITEMS OF WORK AND MATERIALSSPEC
REFERENCE UNITTOTAL
QUANTITY UNIT PRICETOTAL
AMOUNT
85 12 INCH PIPE, HDPE ASTM F714 SDR 26 BEDDING TYPE:D, COMPLETE 0445 FOOT 0.00 160.00$ -$
86 8 INCH PIPE, HDPE ASTM F714 SDR 26 BEDDING TYPE:D 0445 FOOT 0.00 90.00$ -$
87 10 INCH PIPE, HDPE ASTM F714 SDR 26 BEDDING TYPE:D 0445 FOOT 0.00 110.00$ -$
88 12 INCH PIPE, HDPE ASTM F714 SDR 26 BEDDING TYPE:D 0445 FOOT 0.00 120.00$ -$
89 CONCRETE CLOSURE COLLAR 0445 EACH 0.00 1,336.50$ -$
90 CONCRETE MANHOLES, 48 INCH, 0-8 FT DEPTH 0470 EACH 0.00 7,356.80$ -$
91 CONCRETE MANHOLES, 48 INCH, DEEPER THAN 8 FT 0470 FOOT 0.00 337.50$ -$
92 CONCRETE MANHOLES, SANITARY SEWER 0470 EACH 0.00 3,460.00$ -$
93 CONCRETE MANHOLES, WATER QUALITY 0470 EACH 0.00 12,410.00$ -$
94 CONCRETE MANHOLES, SEDIMENTATION 0470 EACH 0.00 7,943.75$ -$
95 CONCRETE MANHOLES, SUMP 0470 EACH 0.00 16,107.00$ -$
96 SUMP CAPACITY TEST 0470 EACH 0.00 1,690.00$ -$
97 CONCRETE INLETS, TYPE CG-1 0470 EACH 0.00 2,858.33$ -$
98 CONCRETE INLETS, TYPE CG-2 0470 EACH 0.00 3,079.01$ -$
99 CONCRETE INLETS, TYPE CG-3 0470 EACH 0.00 3,232.95$ -$
100 CONCRETE INLETS, TYPE D 0470 EACH 0.00 2,100.00$ -$
101 CONCRETE INLETS, TYPE G-1 0470 EACH 0.00 2,366.28$ -$
102 CONCRETE INLETS, TYPE G-2 0470 EACH 0.00 3,586.70$ -$
103 CONCRETE INLETS, TYPE G-2MA 0470 EACH 0.00 2,805.93$ -$
104 CONCRETE INLETS, DEEPER THAN 4 FT 0470 FOOT 0.00 415.00$ -$
105 CONCRETE INLETS, TYPE METAL 0470 EACH 0.00 1,030.28$ -$
106 CONCRETE INLETS, TYPE METAL, MODIFIED 0470 EACH 0.00 853.61$ -$
107 CONCRETE INLETS, TYPE CHANNEL & GRATE 0470 EACH 0.00 3,431.25$ -$
108 CONCRETE INLETS, TYPE CONCRETE 0470 EACH 0.00 135.00$ -$
109 CONCRETE INLETS, TYPE BEEHIVE 0470 EACH 0.00 2,006.25$ -$
110 CATCH BASINS, METAL SUMP 0470 EACH 0.00 1,832.50$ -$
111 ACCESS DOORS 0470 EACH 0.00 2,700.00$ -$
112 DRAINAGE CURBS 0480 FOOT 0.00 19.10$ -$
113 ADJUSTING BOXES 0490 EACH 0.00 382.80$ -$
114 CONNECTION TO EXISTING STRUCTURES 0490 EACH 0.00 1,335.88$ -$
115 ADJUSTING INLETS 0490 EACH 0.00 1,140.30$ -$
116 FILLING ABANDON STRUCTURES 0490 EACH 0.00 2,400.00$ -$
117 MINOR ADJUSTMENT OF MANHOLES 0490 EACH 0.00 1,290.62$ -$
118 MAJOR ADJUSTMENT OF MANHOLES 0490 EACH 0.00 2,117.40$ -$
119 MANHOLES OVER EXISTING SEWERS 0490 EACH 0.00 4,200.00$ -$
120 TRENCH RESURFACING 0495 SQYD 0.00 110.26$ -$
121 TEMPORARY TRENCH RESURFACING 0495 SQYD 0.00 62.62$ -$
122 SHORING, CRIBBING AND COFFERDAMS 0510 LS 0.00 -$ -$
123 STRUCTURE EXCAVATION 0510 CUYD 0.00 48.30$ -$
124 GRANULAR WALL BACKFILL 0510 CUYD 0.00 63.90$ -$
125 GRANULAR STRUCTURAL BACKFILL 0510 CUYD 0.00 30.00$ -$
126 REINFORCEMENT 0530 LS* 0.00 0.86$ -$
127 CONCRETE BRIDGE 0540 SQFT 0.00 250.00$ -$
128 BIKE OASIS 0561 EACH 0.00 32,400.00$ -$
129 3 INCH ELECTRICAL CONDUIT 0583 FOOT 0.00 9.05$ -$
130 ASPHALTIC PLUG JOINT SEALS 0585 LS 0.00 7,470.00$ -$
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate.xlsm
Page 3 of 10
Printed 8/25/20208:01 AMTemplate Version: 10/17
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981
NO. ITEMS OF WORK AND MATERIALSSPEC
REFERENCE UNITTOTAL
QUANTITY UNIT PRICETOTAL
AMOUNT
131 ASPHALTIC PLUG JOINT SEAL MATERIAL 0585 CUYD 0.00 5,350.00$ -$
132 CONCRETE BRIDGE RAIL WITH ORNAMENTAL PROTECTIVE SCREENING 0587 LS* 0.00 158.00$ -$
133 RETAINING WALL, CAST-IN-PLACE CONCRETE 0596 SQFT 0.00 191.60$ -$
134 RETAINING WALL, GABION 0596 SQFT 0.00 24.10$ -$
135 RETAINING WALL, PREFABRICATED MODULAR 0596 SQFT 0.00 86.00$ -$
136 RETAINING WALL, CONVENTIONAL SEGMENTAL 0596 SQFT 0.00 75.72$ -$
137 RETAINING WALL, MSE 0596 SQFT 0.00 73.46$ -$
138 SOUND WALLS 0597 SQFT 0.00 40.83$ -$
139 CONCRETE ARCH CULVERT 0598 FOOT 0.00 1,530.00$ -$
140 CONCRETE SLOPE PAVING 0599 SQFT 0.00 20.89$ -$
141 COLD PLANE PAVEMENT REMOVAL, 2 INCHES DEEP 0620 SQYD 13,636.00 6.08$ 82,906.88$
142 COLD PLANE PAVEMENT REMOVAL, 3 INCHES DEEP 0620 SQYD 0.00 6.75$ -$
143 COLD PLANE PAVEMENT REMOVAL, 4 INCHES DEEP 0620 SQYD 0.00 8.10$ -$
144 COLD PLANE PAVEMENT REMOVAL, 5 INCHES DEEP 0620 SQYD 0.00 9.45$ -$
145 AGGREGATE BASE 0640 TON 0.00 36.90$ -$
146 AGGREGATE BASE, 4 INCHES THICK 0640 SQYD 0.00 21.50$ -$
147 AGGREGATE BASE, 6 INCHES THICK 0640 SQYD 0.00 18.64$ -$
148 AGGREGATE BASE, 8 INCHES THICK 0640 SQYD 0.00 23.56$ -$ 149 SLURRY SEAL CRACK SEALING 0706 FOOT 0.00 0.80$ -$
150 SLURRY SEAL 0706 SQYD 0.00 1.30$ -$
151 LEVEL 1, 1/2 INCH DENSE, MWMAC MIXTURE, IN TEMPORARY 0744 TON 0.00 179.00$ -$
152 LEVEL 2, 1/2 INCH DENSE, MWMAC MIXTURE 0744 TON 0.00 162.00$ -$
153 LEVEL 3, 1/2 INCH DENSE, MWMAC MIXTURE 0744 TON 5,004.00 110.00$ 550,440.00$
154 LEVEL 3, 1/2 INCH DENSE, MWMAC MIXTURE, IN LEVELING 0744 TON 0.00 128.00$ -$
155 LEVEL 3, 3/4 INCH ATPB, MWMAC MIXTURE 0744 TON 0.00 154.00$ -$
156 CRACK SEALING 0746 FOOT 0.00 1.06$ -$
157 11 INCH ASPHALT CONCRETE PAVEMENT REPAIR 0748 SQYD 0.00 150.00$ -$
158 13 INCH ASPHALT CONCRETE PAVEMENT REPAIR 0748 SQYD 0.00 166.80$ -$
159 17 INCH ASPHALT CONCRETE PAVEMENT REPAIR 0748 SQYD 0.00 163.50$ -$
160 EXTRA FOR ASPHALT APPROACHES 0749 EACH 0.00 787.75$ -$
161 ASPHALT CONNECTIONS 0749 SQFT 0.00 7.70$ -$
162 ASPHALT SPEED BUMPS 0749 EACH 0.00 2,916.56$ -$
163 PLAIN CONCRETE PAVEMENT, UNDOWELLED, 6 INCHES THICK 0756 SQYD 0.00 191.47$ -$
164 PLAIN CONCRETE PAVEMENT, UNDOWELLED, 8 INCHES THICK 0756 SQYD 0.00 157.70$ -$
165 PLAIN CONCRETE PAVEMENT, UNDOWELLED, 10 INCHES THICK 0756 SQYD 0.00 97.50$ -$
166 PLAIN CONCRETE PAVEMENT, UNDOWELLED, 12 INCHES THICK 0756 SQYD 0.00 70.00$ -$
167 PLAIN PERVIOUS CONCRETE PAVEMENT, UNDOWELLED, 10 INCHES THICK 0757 SQYD 0.00 73.00$ -$
168 CONCRETE CURBS, CURB AND GUTTER 0759 FOOT 0.00 44.88$ -$
169 CONCRETE CURBS, STANDARD CURB 0759 FOOT 0.00 56.42$ -$
170 CONCRETE CURB, MOUNTABLE CURB 0759 FOOT 0.00 59.00$ -$
171 CONCRETE CURBS, THICKENED CURB AND GUTTER 0759 FOOT 0.00 68.17$ -$
172 CONCRETE ISLANDS 0759 SQFT 0.00 27.01$ -$
173 CONCRETE DRIVEWAYS 0759 SQFT 0.00 18.28$ -$
174 MONOLITHIC CURB AND DRIVEWAYS 0759 SQFT 0.00 26.50$ -$
175 MONOLITHIC CURB GUTTER AND DRIVEWAYS 0759 SQFT 0.00 23.34$ -$
176 CONCRETE DRIVEWAYS, REINFORCED 0759 SQFT 0.00 17.38$ -$
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate.xlsm
Page 4 of 10
Printed 8/25/20208:01 AMTemplate Version: 10/17
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981
NO. ITEMS OF WORK AND MATERIALSSPEC
REFERENCE UNITTOTAL
QUANTITY UNIT PRICETOTAL
AMOUNT
177 CONCRETE WALKS 0759 SQFT 0.00 10.80$ -$
178 MONOLITHIC CURB AND SIDEWALKS 0759 SQFT 600.00 23.00$ 13,800.00$
179 MONOLITHIC CURB GUTTER AND SIDEWALKS 0759 SQFT 0.00 22.00$ -$
180 CONCRETE VALLEY GUTTER 0759 FOOT 0.00 42.02$ -$
181 6 INCH CONCRETE SURFACING 0759 SQFT 0.00 25.35$ -$
182 CONCRETE STAIRS 0759 CUYD 0.00 1,650.00$ -$
183 CONCRETE DRIVEWAY CONNECTIONS 0759 SQFT 0.00 13.00$ -$
184 CONCRETE BUS SHELTER PADS 0759 EACH 0.00 730.00$ -$
185 DETECTABLE WARNING SURFACE 0759 SQFT 0.00 58.68$ -$
186 MONOLITHIC SIDEWALKS AND WALL, REINFORCED 0759 SQFT 0.00 23.27$ -$
187 BRICK PAVERS 0760 SQFT 0.00 45.90$ -$
188 CONCRETE PAVERS 0760 SQFT 0.00 40.00$ -$
189 PERMEABLE PAVERS 0760 SQFT 0.00 40.00$ -$
190 CONCRETE RAILROAD CROSSING 0770 FOOT 0.00 472.00$ -$
191 GUARDRAIL, TYPE 2A 0810 FOOT 0.00 75.00$ -$
192 GUARDRAIL, TYPE 3 0810 FOOT 0.00 123.95$ -$
193 GUARDRAIL ANCHORS, TYPE 1 0810 EACH 0.00 1,040.05$ -$
194 GUARDRAIL END PIECES, TYPE C 0810 EACH 0.00 325.00$ -$
195 GUARDRAIL TRANSITION 0810 EACH 0.00 2,825.73$ -$
196 GUARDRAIL CONNECTIONS 0810 EACH 0.00 959.86$ -$
197 GUARDRAIL TERMINALS, NON-FLARED 0810 EACH 0.00 3,084.00$ -$
198 GUARDRAIL TERMINALS, FLARED 0810 EACH 0.00 2,434.07$ -$
199 REMOVABLE BOLLARDS 0815 EACH 0.00 1,631.71$ -$
200 CONCRETE BARRIER 0820 FOOT 0.00 92.78$ -$
201 IMPACT ATTENUATORS, TYPE B 0830 EACH 0.00 4,780.00$ -$
202 IMPACT ATTENUATORS, TYPE E 0830 EACH 0.00 16,000.00$ -$
203 DELINEATORS TYPE 2 0840 EACH 0.00 68.96$ -$
204 DELINEATORS TYPE 4 0840 EACH 0.00 29.30$ -$
205 PAVEMENT LINE REMOVAL 0851 FOOT 0.00 0.83$ -$
206 PAVEMENT LEGEND REMOVAL 0851 EACH 0.00 92.29$ -$
207 PAVEMENT BAR REMOVAL 0851 SQFT 0.00 3.44$ -$
208 BI-DIRECTIONAL YELLOW TYPE I MARKERS 0855 EACH 0.00 10.92$ -$
209 MONO-DIRECTIONAL WHITE TYPE I MARKERS 0855 EACH 0.00 9.24$ -$
210 SURFACE MOUNTED TUBULAR MARKERS 0856 EACH 0.00 106.14$ -$
211 LONGITUDINAL PAVEMENT MARKING - PAINT 0860 FOOT 0.00 0.50$ -$
212 CURB MARKINGS - PAINT 0861 FOOT 0.00 4.45$ -$
213 THERMOPLASTIC, NON-PROFILE, 120 MILS, EXTRUDED 0865 FOOT 28,100.00 1.40$ 39,340.00$
214 PAVEMENT LEGEND, TYPE B: ARROWS 0867 EACH 10.00 318.90$ 3,189.00$
215 PAVEMENT LEGEND, TYPE B: "ONLY" 0867 EACH 0.00 370.00$ -$
216 PAVEMENT LEGEND, TYPE B: BICYCLE LANE SYMBOLS 0867 EACH 0.00 354.00$ -$
217 PAVEMENT LEGEND, TYPE B-HS: ARROWS 0867 EACH 0.00 342.00$ -$
218 PAVEMENT LEGEND, TYPE B-HS: BICYCLE LANE STENCIL 0867 EACH 0.00 280.00$ -$
219 PAVEMENT BAR , TYP B-HS 0867 SQFT 0.00 8.90$ -$
220 PAVEMENT BAR, TYPE A 0867 SQFT 0.00 4.80$ -$
221 PAVEMENT BAR, TYPE B 0867 SQFT 40.00 8.80$ 352.00$
222 REMOVE EXISTING SIGNS 0905 LS* 0.00 95.90$ -$
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate.xlsm
Page 5 of 10
Printed 8/25/20208:01 AMTemplate Version: 10/17
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981
NO. ITEMS OF WORK AND MATERIALSSPEC
REFERENCE UNITTOTAL
QUANTITY UNIT PRICETOTAL
AMOUNT
223 REMOVE & REINSTALL EXISTING SIGNS 0905 LS* 0.00 161.60$ -$
224 SIGN SUPPORT FOOTINGS, BREAKAWAY 0920 LS* 0.00 225.90$ -$
225 SIGNAL POLE MOUNTS 0930 LS* 0.00 1,049.00$ -$
226 PIPE SIGN SUPPORTS 0930 LS* 0.00 209.40$ -$
227 BICYCLE RACK SIGN SUPPORTS 0930 EACH 0.00 231.00$ -$
228 SURFACE MOUNTED FLEXIBLE POST SIGN SUPPORTS 0932 EACH 0.00 100.00$ -$
229 TYPE "B" SIGNS IN PLACE 0940 SQFT 0.00 21.00$ -$
230 TYPE "B1" SIGNS IN PLACE 0940 SQFT 0.00 30.50$ -$
231 TYPE "C" SIGNS IN PLACE 0940 SQFT 0.00 19.80$ -$
232 TYPE "G" SIGNS IN PLACE 0940 SQFT 0.00 32.42$ -$
233 TYPE "G1" SIGNS IN PLACE 0940 SQFT 0.00 36.10$ -$
234 TYPE "G5" SIGNS IN PLACE 0940 SQFT 0.00 33.00$ -$
235 TYPE "R" SIGNS IN PLACE 0940 SQFT 0.00 20.50$ -$
236 TYPE "R1" SIGNS IN PLACE 0940 SQFT 0.00 18.10$ -$
237 TYPE "W1" SIGNS IN PLACE 0940 SQFT 0.00 18.04$ -$
238 TYPE "W2" SIGNS IN PLACE 0940 SQFT 0.00 19.18$ -$
239 TYPE "W4" SIGNS IN PLACE 0940 SQFT 0.00 16.58$ -$
240 TYPE "W6" SIGNS IN PLACE 0940 SQFT 0.00 15.00$ -$
241 TYPE "W7" SIGNS IN PLACE 0940 SQFT 0.00 20.60$ -$
242 TYPE "W12" SIGNS IN PLACE 0940 SQFT 0.00 26.00$ -$
243 TYPE "Y1 "SIGNS IN PLACE 0940 SQFT 0.00 16.13$ -$
244 TYPE "Y2" SIGNS IN PLACE 0940 SQFT 0.00 15.00$ -$
245 REMOVAL OF ELECTRICAL SYSTEMS (lighting) 0950 LS* 0.00 500.00$ -$
246 REMOVAL OF ELECTRICAL SYSTEMS (traffic signals) 0950 LS* 0.00 2,400.00$ -$
247 POLE FOUNDATIONS 0970 LS* 0.00 2,500.00$ -$
248 LIGHTING POLES, FIXED BASE 0970 LS* 0.00 7,000.00$ -$
249 LIGHTING POLE ARMS 0970 LS* 0.00 600.00$ -$
250 LUMINAIRES, LAMPS AND BALLASTS 0970 LS* 0.00 1,400.00$ -$
251 SWITCHING, CONDUIT AND WIRING 0970 LS* 0.00 15,000.00$ -$
252 TRAFFIC SIGNAL INSTALLATION 0990 LS* 0.00 300,000.00$ -$
253 TRAFFIC SIGNAL MODIFICATION 0990 LS* 0.00 100,000.00$ -$
254 FLASHING BEACON INSTALLATION 0990 LS* 0.00 100,000.00$ -$
255 LOOP DETECTOR INSTALLATION 0990 LS* 0.00 45,000.00$ -$
256 INTERCONNECT SYSTEM (underground) 0990 LS* 0.00 20,000.00$ -$
257 INTERCONNECT SYSTEM (underground in CBD) 0990 LS* 0.00 15,000.00$ -$
258 INTERCONNECT SYSTEM (overhead) 0990 LS* 0.00 10,000.00$ -$
259 TRAFFIC CAMERA INSTALLATION 0996 LS* 0.00 5,000.00$ -$
260 PERMANENT SEEDING 1030 ACRE 0.00 6,400.00$ -$
261 LAWN SEEDING 1030 SQYD 0.00 9.54$ -$
262 TOPSOIL 1040 CUYD 0.00 86.49$ -$
263 SOIL CONDITIONER 1040 CUYD 0.00 60.00$ -$
264 CONIFER TREES, 9 FT HEIGHT 1040 EACH 0.00 351.00$ -$
265 DECIDUOUS TREES, 2-1/2 INCH CALIPER 1040 EACH 0.00 822.00$ -$
266 DECIDUOUS TREES, 3 INCH CALIPER 1040 EACH 0.00 890.00$ -$
267 SHRUBS, NO. 1 CONTAINER 1040 EACH 0.00 14.04$ -$
268 SHRUBS, NO. 2 CONTAINER 1040 EACH 0.00 17.00$ -$
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate.xlsm
Page 6 of 10
Printed 8/25/20208:01 AMTemplate Version: 10/17
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981
NO. ITEMS OF WORK AND MATERIALSSPEC
REFERENCE UNITTOTAL
QUANTITY UNIT PRICETOTAL
AMOUNT
269 SHRUBS, NO. 3 CONTAINER 1040 EACH 0.00 31.00$ -$
270 SHRUBS, NO. 5 CONTAINER 1040 EACH 0.00 42.00$ -$
271 GROUND COVERS, NO. 1 CONTAINERS 1040 EACH 0.00 12.44$ -$
272 GROUND COVERS, 4 INCH POTS 1040 EACH 0.00 4.37$ -$
273 BULBS 1040 EACH 0.00 4.68$ -$
274 SEEDLING PLANTS 1040 EACH 0.00 11.30$ -$
275 ROOTED PLANT CUTTINGS 1040 EACH 0.00 5.10$ -$
276 SOD LAWN 1040 SQYD 0.00 8.20$ -$
277 BARK MULCH 1040 CUYD 0.00 79.10$ -$
278 ROCK MULCH 1040 TON 0.00 92.60$ -$
279 ADDITIONAL ESTABLISHMENT PERIOD 1040 YEAR* 0.00 264.00$ -$
280 TREE GRATES 1040 EACH 0.00 2,017.67$ -$
281 ROOT BARRIER 1040 FOOT 0.00 14.14$ -$
282 TREE GRATE FRAMES 1040 EACH 0.00 451.00$ -$
283 BORDER EDGING 1040 FOOT 0.00 6.70$ -$
284 TYPE 2 FENCE 1050 FOOT 0.00 6.85$ -$
285 CL-6 CHAIN-LINK FENCE 1050 FOOT 0.00 37.10$ -$
286 CL-6R CHAIN-LINK FENCE 1050 FOOT 0.00 30.13$ -$
287 CL-4R CHAIN-LINK FENCE WITH VINYL CLAD FABRIC 1050 FOOT 0.00 67.67$ -$
288 ORNAMENTAL PROTECTIVE SCREENING 1050 FOOT 0.00 158.00$ -$
289 REMOVING AND REBUILDING FENCE 1050 FOOT 0.00 69.77$ -$
290 SINGLE MAILBOX SUPPORTS 1070 EACH 0.00 468.87$ -$
291 MULTIPLE MAILBOX SUPPORTS 1070 EACH 0.00 628.77$ -$
292 MAILBOX CONCRETE COLLARS 1070 EACH 0.00 188.00$ -$
293 REMOVE & REINSTALL MAILBOX SUPPORTS 1070 EACH 0.00 357.32$ -$
294 BENCHES, TYPE____ 1095 EACH 0.00 3,090.00$ -$
295 BICYCLE RACKS 1095 EACH 0.00 811.03$ -$
296 LITTER RECEPTACLES 1095 EACH 0.00 1,290.00$ -$
297 IRRIGATION SYSTEM 1120 LS 0.00 3,100.00$ -$
298 4 INCH DUCTILE IRON PIPE 1140 FOOT 0.00 110.57$ -$
299 6 INCH DUCTILE IRON PIPE 1140 FOOT 0.00 110.57$ -$
300 8 INCH DUCTILE IRON PIPE 1140 FOOT 0.00 150.00$ -$
301 12 INCH DUCTILE IRON PIPE 1140 FOOT 0.00 110.00$ -$
302 4 INCH GATE VALVE, MJ 1150 EACH 0.00 924.00$ -$
303 6 INCH GATE VALVE, MJ 1150 EACH 0.00 1,090.00$ -$
304 8 INCH GATE VALVE, MJ 1150 EACH 0.00 1,500.00$ -$
305 12 INCH GATE VALVE, MJ 1150 EACH 0.00 3,100.00$ -$
306 HYDRANT ASSEMBLIES 1160 EACH 0.00 5,474.00$ -$
307 2 INCH SERVICE LINE, SHORT RUN 1170 EACH 0.00 2,100.00$ -$
308 3 INCH SERVICE LINE, SHORT RUN 1170 EACH 0.00 2,820.00$ -$
TOTAL BID ITEMS 946,641.76$
###### ANTICIPATED ITEMS ######
NO. ITEMS OF WORK AND MATERIALSSPEC
REFERENCE UNITTOTAL
QUANTITY UNIT PRICETOTAL
AMOUNT
1 RIGHT OF WAY MONUMENTATION LS 0.00 -$ -$
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate.xlsm
Page 7 of 10
Printed 8/25/20208:01 AMTemplate Version: 10/17
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981
NO. ITEMS OF WORK AND MATERIALSSPEC
REFERENCE UNITTOTAL
QUANTITY UNIT PRICETOTAL
AMOUNT
2 RELOCATE WATER FACILITIES - FIRE HYDRANT EACH 0.00 20,000.00$ -$
3 RELOCATE WATER FACILITIES - METER EACH 0.00 6,000.00$ -$
4 STREET LIGHTING - UPGRADE LUMINAIRES EACH 0.00 600.00$ -$
5 STREET LIGHTING - INSTALL ARMS AND LUMINAIRES EACH 0.00 5,000.00$ -$
6CONNECT CONTRACTOR INSTALLED TRAFFIC SIGNAL LOOPS TO CONTROLLER BY MO EACH 0.00 1,000.00$ -$
7 PLANT TREES AND ESTABLISHMENT BY OTHERS EACH 0.00 1,000.00$ -$
8 STORMWATER PLANTINGS AND PLANT ESTABLISHMENT SQFT 0.00 20.00$ -$
9 STORMWATER OFFSITE MANAGEMENT FEE SQFT 0.00 3.70$ -$
10 ROCK EXCAVATION CUYD 0.00 106.00$ -$
11 RAILROAD PROTECTION SERVICES (ONE YEAR) LS 0.00 100,000.00$ -$
12 ASPHALT CEMENT ESCALATION LS 1.00 -$ -$
13 FUEL ESCALATION LS 1.00 -$ -$
14 TESTING CONTAMINATED MEDIA LS 0.00 5,000.00$ -$
15 BOLI FEE PAYMENT LS 1.00 946.64$ 946.64$
16 CONTRACT CONTINGENCY (REQUIREMENT TO ACCEPT BIDS UP TO 10% OVER ESTIMATE) LS 1.00 94,664.18$ 94,664.18$
TOTAL ANTICIPATED ITEMS 95,610.82$
BID ITEMS 946,642$
CONSTRUCTION CONTINGENCY 5% of Bid Items* 47,332$
SUBTOTAL 993,974$
ANTICIPATED ITEMS 95,611$
TOTAL CONSTRUCTION 1,089,585$
PROJECT MANAGEMENT 5% of Bid Items 47,332$
DESIGN ENGINEERING 25% of Bid Items 236,660$
CONSTRUCTION MANAGEMENT 15% of Bid Items 141,996$
SUBTOTAL 425,988$
PROJECT ENGINEERING & MANAGEMENT OVERHEAD 80.85% of PM, Eng., and CM 344,411$
TOTAL PROJECT ENGINEERING & MANAGEMENT 770,399$
RIGHT-OF-WAY LAND, IMPROVEMENTS, AND DAMAGES -$
RIGHT-OF-WAY APPRAISAL, TITLE INSURANCE, AND NEGOTIATION -$
RIGHT-OF-WAY CONTINGENCY 30% -$
TOTAL PROJECT RIGHT-OF-WAY -$
Years Inflation
INFLATION RATE ON CONSTRUCTION CONTRACT 4 5.1% of Construction 239,865$
of Land, Improve, and Damages
SCHEDULE SUMMARY
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate.xlsm
Page 8 of 10
Printed 8/25/20208:01 AMTemplate Version: 10/17
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981
NO. ITEMS OF WORK AND MATERIALSSPEC
REFERENCE UNITTOTAL
QUANTITY UNIT PRICETOTAL
AMOUNT
INFLATION RATE ON PERSONNEL COSTS 4 2.3% of Eng. & Mgmt. 73,360$
ALLOWANCE FOR DESIGN REFINEMENT 20% 434,642$
TOTAL INFLATION AND ALLOWANCE FOR DESIGN REFINEMENT 747,867$
PROJECT ESTIMATE 2,607,851$
PROGRAM CONTINGENCY 10%
of Construction Bid Items & Anticipated Items 104,225$
TOTAL PROJECT ESTIMATE WITH PROGRAM CONTINGENCY 2,712,076$
LS* Unit Price shown is in Pound, Each, or Foot Basis as applicable
Remove * and change unit to 1 in the Bid Form
Use 3.5% Construction Contingency for Federal-Aid Projects
Blue numbers, % may be changed by Engineer with EOR concurrence.
80.85% overhead rate is for the 19/20 fiscal years and applies to all projects, regardless of funding source
(i.e. federal, I/A, LID's, GTR, PDC, ODOT, OTIA)
Yellow Highlighted Quantity Items are calculated values from Quantities Tab
Orange Highlighted prices are to be calculated in Fuel/Asphalt Worksheet
Refer to NOTES tab for info on the use of each Bid Item
When printing Estimate for review, hide columns C, D, and E
Input number of years for inflation rate
O&M COSTS PER YEAR w.o. OVERHEAD UNIT QUANTITY UNIT PRICE PER YEAR TOTAL
of Const, Eng. & Mgmt., and Inflation
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate.xlsm
Page 9 of 10
Printed 8/25/20208:01 AMTemplate Version: 10/17
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981
Quantities Job No. _________
Location:
Description:
Current Cross-Section:
Proposed Cross-Section:
Typical SectionsSW/Curb PL Swale/Curb Parking Bike Travel Left turn Travel Bike Parking Swale/Curb PL SW/Curb Existing
0 ' R/W 60 0 ' pavement0 ' R/W 60 0 ' pavement
MWMACBase & Wearing L, ft. W, ft. Area,sf Depth, in. Vol.,cy Tons 2.1 T/CY
2" Overlay 7400 26 192400.0 2 1187.7 2494.12" Inlay (west bound lane) 7400 13 96200.0 2 593.8 1247.0Base Repair 20248.8 7 437.5 918.72" Inlay (east bound lane 47th-55th) 2040 13 26520.0 2 163.7 343.8
335369 2383 5004 Linked to Level 3, if using level 2 create new link to template
Aggregate Base - ThicknessL, ft. W, ft. Area,sf Area,SY Depth, in.
1 4 Inch Thick 0.0 0.02 6 Inch Thick 0.0 0.03 8 Inch Thick 0.0 0.04 X Inch Thick 0.0 0.0
Area,SYTotal 4 Inch Thick 0Total 6 Inch Thick 0Total 8 Inch Thick 0
Total X inch Thick 0
Aggregate Base - TonsL, ft. W, ft. Area,sf Depth, in. Vol.,cy Tons 1.9 T/CY
1 0.0 0.0 0.02 0.0 0.0 0.03 0.0 0.0 0.0
0.0 0.0 0.00 0 0
Subgrade StabilizationArea, sy
2250 15% used, if you want to change it get concurrence from EOR
Subgrade GeotextileArea, sy
0
General Excavation - from ThicknessArea, sf Depth, in. Vol.,cy
1 Roadway 192400.0 0.02 Roadway 96200.0 0.03 Roadway 20248.8 0.0
Curb 0 0.0Curb & Gutter 0 0.0 Swale curb & gutter
Sidewalk 600 6 11.111
General Excavation - from TonsArea, sf Depth, in. Vol.,cy
1 Roadway 192400.0 0.02 Roadway 96200.0 0.03 Roadway 20248.8 0.0
Curb 0 0.0Curb & Gutter 0 0.0 Swale curb & gutter
Sidewalk 600 0.0Create link to Estimate >> 0
Concrete CurbsL, ft. W, ft. Area, sf
Curb 0Curb & 18" Gutter 0
SidewalksArea, sf W, ft. Area, sf # ADA Ramps (corners)
Separated 0Monolithic Curb & Sidewalk 300 600 2
Monolithic Curb Gutter & Sidewalk 0600
DrivewaysDwy L, ft. Wings L, ft W, ft. Area,sf
Adjacent to Swale 0Adjacent to Planting Strip 0
Monolithic Curb & Driveway 0Monolithic Curb Gutter & Driveway 0
0 0
Driveway ConnectionsDwy L, ft. Wings L, ft W, ft. Area,sf
Asphalt Connections 0Concrete Connections 0
Inlets & LeadsLength Total
SW Inlets #DIV/0! 1 per ft.PB Inlets #DIV/0! 1 per ft.G-2 Inlets 0 2 per 400 ft.
CG-2 Inlets 0 2 per 400 ft.
Inlet Lead LFRip Rap CY
SwalesL, ft. W, ft. Area, sf
0
TreesL, ft. Dwys, ft. 1 every 25'
Trees in Swales 0 0Trees in Planting Strip 0 0
Trees in Tree Wells 0 00
TopsoilL, ft. W, ft. D, ft. Vol.,cy
Tree Wells 000
Retaining WallL, ft. Ht., ft. Area,sf
Segmental 0Prefabricated modular 0
Factor: 2 2 0.6 2 1.125 1 1
Striping Bike Turn skip double 2 way LT Fog SpiralL, ft. L, ft. L,Tot., ft.
Removal 0 0 0 RemovalPermanent 0 0 0 Permanent E Circle
W Circle
Marking SignsL, ft. L, ft. L,Tot., ft. ODOT # City # ea Dimensions, in Area, sf Name
Arrows 0 G G5500 6 24 0 Street nameStop Bars 0 G G5550 9 60 0 Destination
R2 R 1060 36 36 0 YieldW7 R 5020 36 12 0 One Way (Rt. Arrow)
Illumination W7 30 30 0 roundabout left thru/right onlyEa W7 30 30 0 roundabout left thru/right thru
New Lt. Poles Y1 R 4020 18 18 0 15 MPH RiderWood Pole Lights Y3 R 1700 30 30 0 Traffic Circle Ahead
Cobra posts/footings 0.0 0Single OrnamentalTwin Ornamental Summary
G 0.0R2 0.0
R/W No. Acq./ Prop Appr./Prop W7 0.0Location Properties $6,000 $3,000 Y1 0
Walsh Holdings LLC -$ -$ -$ -$ Y3 0.0Vancouver Ways Land Co. -$ -$ -$ -$ 0
-$
Insert values
Area Cost / SF Land Cost Total R/W
C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate.xlsmQuantities Page 10 of 10 Template Version 9-1-09
DocuSign Envelope ID: C2204A72-6786-4963-98FE-73858A3D9981