Project Estimate Report: Development Phase

C:\Users\rwebb\Desktop\NE Cornfoot Rd\HVUT 2 - NE Cornfoot Rd - 2 inch Grind & Inlay Estimate Report.docx Printed 08/25/20 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 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


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

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Printed 8/25/20208:01 AMTemplate Version: 10/17



REFERENCE UNITTOTAL


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$ -$


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$ -$


84 10 INCH PIPE, HDPE ASTM F714 SDR 26 BEDDING TYPE:D, COMPLETE 0445 FOOT 0.00 160.50$ -$


Page 2 of 10




REFERENCE UNITTOTAL


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$ -$



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$ -$



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$ -$


Page 3 of 10




REFERENCE UNITTOTAL


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$ -$



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$ -$



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$ -$




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$ -$


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REFERENCE UNITTOTAL


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$ -$


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REFERENCE UNITTOTAL


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$ -$






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$ -$



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REFERENCE UNITTOTAL


AMOUNT



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$ -$




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$ -$



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 ######


REFERENCE UNITTOTAL


AMOUNT

1 RIGHT OF WAY MONUMENTATION LS 0.00 -$ -$


Page 7 of 10




REFERENCE UNITTOTAL


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


Page 8 of 10




REFERENCE UNITTOTAL


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


Page 9 of 10



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


Project Estimate Report: Development Phase

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