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Home My WebLink AboutEstimate (30%)30% Opinion (Estimate) of Probable Cost Project Name Duvall Avenue NE Improvements, NE 10th Street to Sunset Boulevard Location Renton, WA Owner City of Renton Estimated By: Date: ITEM NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 SPEC SECTION 1-04 1-05 1-05 1-07 1-07 1-07 1-10 1-10 1-10 1-10 1-10 1-10 1-10 SECTION 7-05 SECTION M. Kendall 12/29/16 DESCRIPTION Common Div 1 Bid Items Minor Changes Roadway Surveying Record Drawings Property Restoration SPCC Plan Utility Potholing Flaggers and Spotters Pedestrian Traffic Control Uniformed Police Officer Portable Changeable Message Sign Construction Sign Class A Traffic Control Supervisor Other Temporary Traffic Control DESCRIPTION Storm Treatment Storm Detention and Treatment (placeholder from grant estimate) DESCRIPTION ROW/Easements 5 ft Utility/slope/construction easement DESCRIPTION Segment Totals Schedule A - 10th to Sunset Total Schedule B - Missing sidewalk S of 10th Schedule C - Missing sidewalk N of 4th TOTAL OF ALL PROJECT SECTIONS Common Div 1 Bid Items Storm Detention and Treatment (placeholder) 5 ft Utility/slope/construction easement Schedule A-C Totals TOTAL Project No. 214-1779-045 Checked By: Date: QTY 1 1 1 1 1 1 2000 1 20 800 100 1 1 Construction Cost 20% Contingency TOTAL COST QTY 1 Construction Cost 20% Contingency TOTAL COST QTY 1 Construction Cost 20% Contingency TOTAL COST QTY 1 1 1 TOTAL COST (+20% already included) TOTAL COST 277800 0 0 2808648.9083 3086448.9083 C.Schott UNIT FA LS LS LS LS EST HR LS HR HR SF LS LS UNIT EST UNIT EST UNIT EA EA EA Date 12/29/2016 UNIT PRICE 30000 10000 1000 15000 2500 5000 50 6000 100 20 40 25000 15000 UNIT PRICE 0 UNIT PRICE 0 UNIT PRICE 2623808.203 140838.1157 44002.5895 TOTAL COST 30000 10000 1000 15000 2500 5000 100000 6000 2000 16000 4000 25000 15000 231500 46300 277800 TOTAL COST 0 0 0 0 TOTAL COST 0 0 0 0 TOTAL COST 2623808.203 140838.1157 44002.5895 2808648.9083 sf disturbed area, wsdot standard sf .17 acre 0.3 QTY 1 1 1 1 1 1 1 1 QTY 1 NOTES *Price Included in SCH A, B, & C Estimates 30% Opinion (Estimate) of Probable Cost Project Name Duvall Avenue NE Improvements, NE 10th Street to Sunset Boulevard Location Renton, WA Owner City of Renton Estimated By: Date: ITEM NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 WSDOT STD ITEM 1 35 49 110 108 100 120 50 310 431 7006 7017 5100 5767 5711 3602 3608 3151 3091 9605 3848 6414 6407 6579 6700 6707 6701 7059 7059 6882 6884 7088 7102 7045 7058 7058 6904 6890 6833 6866 6857 6859 6828 208 187 7164 ITEM TYPE SI SI, GSP SP GSP SP SP GSP SI, GSP SI SI SI SI SI SI, GSP SI SI SI SI SI SI SP SI SI SP SP SP SI SI SI SI SI SI SI SI SI SI SI SI SP SI SI SI SI SI SI SP SI GSP SPEC SECTION 1-09 2-01 2-02 2-02 2-02 2-02 2-02 2-02 2-02 2-02 2-03 2-03 2-09 2-09 4-04 4-04 4-04 5-04 5-04 5-04 7-04 7-04 7-04 7-05 7-05 7-06 7-08 7-14 8-01 8-01 8-01 8-02 8-02 8-02 8-04 8-04 8-04 8-06 8-06 8-09 8-09 8-12 8-12 8-12 8-13 8-14 8-14 8-14 8-14 8-20 8-20 8-21 8-22 8-22 8-22 8-22 8-22 8-22 8-23 8-24 M. Kendall 12/29/16 DESCRIPTION SCHEDULE A - 10TH TO SUNSET Mobilization Clearing and Grubbing Removing Drainage Structure Removing Storm Sewer Pipe/Culvert Removing Cement Conc. Curb Removing Cement Conc. Curb and Gutter Removing Cement Conc. Sidewalk Removing Asphalt Conc. Pavement Removal of Structures and Obstructions Chain Link Fence Repair Roadway Excavation Incl. Haul Gravel Borrow Incl. Haul Structure Excavation Class B Incl. Haul Gravel Backfill for Pipe Zone Bedding Crushed Surfacing Top Course Recycled Pavement Infiltration Base Rock, Incl. Haul HMA CL 1/2 In. PG 64-22 HMA CL 1/2 In. PG 64-22 - Driveway Repair Planing Bituminous Pavement Corrugated Polyethylene Storm Sewer Pipe 12 In. Diam. Corrugated Polyethylene Storm Sewer Pipe 24 In. Diam. Testing Storm Sewer Pipe Catch Basin Type 1 Connection to Drainage Structure 4'x6' Biofiltration Vault Filling Pipe With CDF Resetting Existing Hydrant Total of all TESC Related Items Irrigation System Restoration Seeding, Fertilizing, and Mulching Topsoil Type A Shrubs for Landscaping + Plant Establishment Bark Mulch Cement Conc. Traffic Curb and Gutter Cement Concrete Pedestrian Curb Cement Concrete Traffic Curb Cement Conc. Driveway Entrance Type 1 Cement Conc. Driveway Entrance Type 3 Raised Pavement Marker Type 1 Raised Pavement Marker Type 2 Coated Chain Link Fence Type 4 Wood Fence Double 14 Ft. Chain Link Gate Monument Case and Cover Pervious Cement Conc. Sidewalk Cement Conc. Sidewalk Thickened Edge Cement Conc. Curb Ramp Type Parallel Cement Conc. Curb Ramp Type Single Direction Illumination System, Complete Electrical System, Complete Permanent Signing Plastic Traffic Arrow Painted Bicycle Lane Symbol Plastic Crosswalk Line Plastic Stop Line Painted Wide Lane Line Removing Raised Pavement Marker Removing Paint Line Gravity Block Wall Project No. 214-1779-045 Checked By: Date: QTY 1 1 7 143 175 845 488 380 1 1 4180 385 1270 960 1420 2780 220 5470 145 4630 1727 57 1784 10 3 3 972 2 1 1 6.51974288337925E-02 210 1 40 1870 80 175 143 28 28.5575 3.2425 225 380 1 2 1070 225 3 1 1 1 1 21 19 315 170 4760 3.5 700 460 Construction Cost 20% Contingency TOTAL COST C.Schott UNIT LS LS Each LF LF LF SY SY LS LS CY TON CY CY TON TON TON TON TON SY LF LF LF EA EA EA LF EA LS LS AC CY LS CY LF LF LF SY SY HUND HUND LF LF EA EA SY LF EA EA LS LS LS EA EA SF LF LF HUND LF SF Date 12/29/2016 UNIT PRICE 198773.3487 8000 250 8 5 5 10 7.5 8000 9000 35 20 15 35 25 35 30 95 110 4 55 110 5 1900 500 20000 15 1500 149000 0 5000 40 36000 45 20 25 30 40 40 200 400 25 40 1000 500 60 50 2000 2000 336900 100000 3000 65 50 15 15 2 150 0.5 40 TOTAL COST 198773.3487 8000 1750 1144 875 4225 4880 2850 8000 9000 146300 7700 19050 33600 35500 97300 6600 519650 15950 18520 94985 6270 8920 19000 1500 60000 14580 3000 149000 0 325.9871 8400 36000 1800 37400 2000 5250 5720 1120 5711.5 1297 5625 15200 1000 1000 64200 11250 6000 2000 336900 100000 3000 1365 950 4725 2550 9520 525 350 18400 2186506.8359 437301.3672 2623808.203 4000 sf 47017 195 CY 600 CY 0.1 138 $100 day 10480 new pavement 36537 6" 0.3 QTY 1 3900 1 635 1620 30 1 400 1 21 21 1 NOTES 10% of construction cost SP Note 8 SP Note 10, includes removed culvert and pipe SP Note 11 SP Note 11 west side 12th-Sunset sidewalk, one ramp five driveways See removal tab Remove top rail of fence, repair damaged fence and posts in existing sidewalk [10" under existing HMA for new roadway section (3021 CY) + DE cut/fill estimate (861 cy) - c&g (40 cy) - sidewalk (42 cy)] x 110% DE cut/fill estimate x 110% storm line (3.5' wide x 5' deep), CBs (5' x 5' x 7' deep), for wall (2' wide, 1' deep) 2' deep x 2' wide over pipe zone bedding for storm 2" over recycled pavement (1120 ton), 9" under curb and gutter (145 ton), 6" under driveways (150 ton) 5" deep average under full depth areas, includes pulverization 4" under pervious sidewalk 2" overlay depth per City meeting notes (42410 sf), 8" full depth per geotech (97364 sf) 6 DW entrances, assumes 8" full depth (2863 sf) 2" depth per City meeting notes replace existing at new flow line, includes bedding SP Note 4 5.0% of construction cost based on previous projects assume 2' width behind sidewalk/wall, 6" deep Restoration and plantings at back of new sidewalk assume similar to 3rd-4th at new ramps at driveway entrances 5 commercial entrances per std plan 104, area behind back of walk separate, 10" deep concrete 1 residential entrance per std plan 104.3, area behind back of walk separate, 10" deep concrete lane line per std plan H002 (7 per 48'), approach line per std plan H002 (14 per 24'), twlt line per std plan H001 (22 per 48') and center line per std plan H001 (18 per 30') lane line per std plan H002 (1 per 48'), approach line per std plan H002 (2 per 24'), twlt line per std plan H001 (2 per 48') and center line per std plan H001 (2 per 30') On top of thickened edge/fill wall At each intersection 4" 4000psi concrete per std plan 102, new 6' width on west side, omit driveways and ramps (9624 sf) new roadway and ped light standards relocate hawk pole, type 1 ped pole, ppb, signal cabinets, variable speed limit sign upgrade, school flashing beacon relocate 5 independent sign posts, all others on illum/signal poles, new bike lane signs on both sides of Duvall twlt arrow spacing per H001 (250'), 2 arrows per turn lane symbol per H009.2 at 10th and 12th, per std plan 127 at 10th and 12th bike lane lines lane line per std plan H002 (8 per 48') and center line per std plan H001 (20 per 30'), S of 10th S of 10th 81583.3333333333 3021.60493827161 861 38.8888888888889 43.2098765432099 3800.50617283951 4180.55679012346 385 30% Opinion (Estimate) of Probable Cost Project Name Duvall Avenue NE Improvements, NE 10th Street to Sunset Boulevard Location Renton, WA Owner City of Renton Estimated By: Date: ITEM NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 SPEC SECTION 1-09 2-01 2-02 2-02 2-03 2-03 2-09 2-09 4-04 4-04 5-04 7-04 7-04 7-05 7-05 8-01 8-01 8-02 8-04 8-04 8-14 8-14 8-20 8-24 M. Kendall 12/29/16 DESCRIPTION SCHEDULE B - SIDEWALK EXTENSION SOUTH OF 10TH Mobilization Clearing and Grubbing Removing Asphalt Conc. Pavement Removal of Structure and Obstruction Roadway Excavation Incl. Haul Gravel Borrow Incl. Haul Structure Excavation Class B Incl. Haul Gravel Backfill for Pipe Zone Bedding Crushed Surfacing Top Course Infiltration Base Rock, Incl. Haul HMA CL 1/2 In. PG 64-22 Corrugated Polyethylene Storm Sewer Pipe 8 In. Diam. Testing Storm Sewer Pipe Catch Basin Type 1 Connection to Drainage Structure Total of all TESC Related Items Seeding, Fertilizing, and Mulching Topsoil Type A Cement Conc. Traffic Curb and Gutter Cement Concrete Pedestrian Curb Pervious Cement Conc. Sidewalk Cement Conc. Curb Ramp Type Parallel Illumination System, Complete Gravity Block Wall Project No. 214-1779-045 Checked By: Date: QTY 1 1 70 1 67 20 10 10 50 32 32 271 271 1 1 1 1.10192837465565E-02 3 310 20 152 1 1 255 Construction Cost 20% Contingency TOTAL COST C.Schott UNIT LS LS SY LS CY TON CY CY TON TON TON LF LF EA EA LS AC CY LF LF SY EA LS SF Date 12/29/2016 UNIT PRICE 11000 4000 7.5 2000 35 20 15 35 25 30 95 45 5 1900 500 8000 5000 40 20 25 60 2000 39200 40 TOTAL COST 11000 4000 525 2000 2345 400 150 350 1250 960 3040 12195 1355 1900 500 8000 55.0964 120 6200 500 9120 2000 39200 10200 117365.0964 23473.0193 140838.1157 sf 600 CY 0.1 $100 day new pavement 36537 0.3 QTY 1 1620 30 400 1 467 21 1 NOTES 10% of construction cost appx 10 ft width from back of ex asphalt to ROW line, 5 trees 2' along new curb line sawcutting See DE surfaces See DE surfaces storm line (3.5' wide x 5' deep), CBs (5' x 5' x 7' deep), for wall (2' wide, 1' deep) 2' deep x 2' wide over pipe zone bedding for storm 7" under full depth per geotech (620 sf), 9" under curb and gutter (465 sf) 4" under pervious sidewalk 8" full depth per geotech 5.0% of construction cost based on previous projects Based on cut/fill lines behind back of walk Based on cut/fill lines behind back of walk west side at back of new ramp 4" 4000psi concrete per std plan 102, new 5' width on west side, omit ramps (1364 sf) 4 light standards, junction boxes, conduit, new foundations 30% Opinion (Estimate) of Probable Cost Project Name Duvall Avenue NE Improvements, NE 10th Street to Sunset Boulevard Location Renton, WA Owner City of Renton Estimated By: Date: ITEM NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 SPEC SECTION 1-09 2-01 2-02 2-02 2-02 2-02 2-02 2-03 2-03 2-09 2-09 4-04 4-04 5-04 5-04 7-04 7-04 7-05 7-05 8-01 8-01 8-02 8-04 8-06 8-14 8-21 M. Kendall 12/12/16 DESCRIPTION SCHEDULE C - SIDEWALK EXTENSION NORTH OF 4TH Mobilization Clearing and Grubbing Removing Storm Sewer Pipe/Culvert Removing Cement Conc. Curb and Gutter Removing Cement Conc. Sidewalk Removing Asphalt Conc. Pavement Removal of Structure and Obstruction Roadway Excavation Incl. Haul Gravel Borrow Incl. Haul Structure Excavation Class B Incl. Haul Gravel Backfill for Pipe Zone Bedding Crushed Surfacing Base Course Infiltration Base Rock, Incl. Haul HMA CL 1/2 In. PG 64-22 HMA CL 1/2 In. PG 64-22 - Driveway Repair Corrugated Polyethylene Storm Sewer Pipe 12 In. Diam. Testing Storm Sewer Pipe Catch Basin Type 1 Connection to Drainage Structure Total of all TESC Related Items Seeding, Fertilizing, and Mulching Topsoil Type A Cement Conc. Traffic Curb and Gutter Cement Conc. Driveway Entrance Type 1 Pervious Cement Conc. Sidewalk Permanent Signing Project No. 214-1779-045 Checked By: Date: QTY 1 1 35 10 2 170 1 25 80 30 30 42 13 14 30 22 22 1 1 1 2.04315886134068E-02 6 139 24 102.777777777778 1 Construction Cost 20% Contingency TOTAL COST C.Schott UNIT LS LS LF LF SY SY LS CY TON CY CY TON TON TON TON LF LF EA EA LS AC CY LF SY SY LS Date 12/29/2016 UNIT PRICE 3000 2000 8 5 10 7.5 2000 35 20 15 35 25 30 95 110 55 5 1900 500 3000 5000 45 20 40 60 1000 TOTAL COST 3000 2000 280 50 20 1275 2000 875 1600 450 1050 1050 390 1330 3300 1210 110 1900 500 3000 102.1579 270 2780 960 6166.6667 1000 36668.8246 7333.7649 44002.5895 sf 600 CY 0.1 $100 day new pavement 36537 0.3 QTY 1 1620 30 400 1 467 21 NOTES sawcutting See DE surfaces See DE surfaces storm line (24" wide x 4' deep), CBs (5' x 4' x 6' deep), for wall (2' wide, 1' deep) 2' deep x 2' wide over pipe zone bedding for storm 7" under full depth per geotech (11 TON), 9" under curb and gutter (11 TON), 6" under driveways (20 TON) 4" under pervious sidewalk 8" full depth per geotech (278 sf) assumes 8" full depth, 574 sf 5.0% of construction cost based on previous projects Based on cut/fill lines behind back of walk Based on cut/fill lines behind back of walk 1 commercial entrances per std plan 104, area behind back of walk separate, 10" deep concrete (213 sf) 4" 4000psi concrete per std plan 102, new 5' width on west side, omit driveway (550 sf) 10th to Sunset Illumination Item Foundation/pole/luminaire/arm Junction Boxes Wire Conduit Service Cabinet Remove existing standards Total S of 10th Item Foundation/pole/luminaire/arm Junction Boxes Wire Conduit Service Cabinet Total Unit EA EA LF LF EA EA Unit EA EA LF LF EA Quantity 30 31 2150 6450 1 3 Quantity 4 4 900 300 0 Unit Cost 8000 600 2 10 8000 500 Unit Cost 8000 600 2 10 8000 Total Cost 240000 18600 4300 64500 8000 1500 336900 Total Cost 32000 2400 1800 3000 0 39200 10th to Sunset Removal of Structure and Obstruction Item Remove Tree Remove block wall Remove board fence Remove gate and posts Remove wood posts Sawcutting Quantity 5 121 212 1 2 Unit EA LF LF EA EA Notes In front of church, 1-3' tall 6' board and 4' wood rail S of 10th Item Catch Basin Type 1 Connection to Drainage Structure Biofiltration Vault 4x6 Corrugated Polyethylene Storm Sewer Pipe 24 In. Diam. Corrugated Polyethylene Storm Sewer Pipe 8 In. Diam. Corrugated Polyethylene Storm Sewer Pipe 12 In. Diam. Treatment not included Biofiltration Vault 4x6 Walls ROW Needed? 10th to 12th Item Catch Basin Type 1 Connection to Drainage Structure Biofiltration Vault 4x6 Corrugated Polyethylene Storm Sewer Pipe 24 In. Diam. Corrugated Polyethylene Storm Sewer Pipe 12 In. Diam. Treatment not included Biofiltration Vault 4x6 Walls ROW Needed? 12th to Sunset Item Catch Basin Type 1 Connection to Drainage Structure Biofiltration Vault 4x6 Corrugated Polyethylene Storm Sewer Pipe 24 In. Diam. Corrugated Polyethylene Storm Sewer Pipe 12 In. Diam. Treatment not included 4'x6' TBBU Walls ROW Needed? N of 4th Item Catch Basin Type 1 Connection to Drainage Structure Biofiltration Vault 4x6 Corrugated Polyethylene Storm Sewer Pipe 24 In. Diam. Corrugated Polyethylene Storm Sewer Pipe 12 In. Diam. Treatment not included Biofiltration Vault 4x6 Walls ROW Needed? Number 1 1 0 0 271 0 2 80 NO Number 6 0 3 0 1097 1 30 NO Number 4 3 0 57 630 4 120 YES Number 1 1 0 0 22 0 0 NO Unit EA EA EA LF LF EA SF Unit EA EA EA LF LF EA SF Unit EA EA EA LF LF EA SF Unit EA EA EA LF LF EA SF Price 1900 500 19890 110 55 19890 Price 1900 500 19890 110 55 19890 Price 1900 500 19890 110 55 19890 Price 1900 500 19890 55 19890 Total 1900 500 0 0 0 39780 0 Total 11400 0 59670 0 60335 19890 0 Total 7600 1500 0 6270 34650 79560 0 Total 1900 500 0 0 1210 0 0 Item Structure Excavation Class B Incl. Haul Gravel Backfill for Pipe Zone Bedding Item Structure Excavation Class B Incl. Haul Gravel Backfill for Pipe Zone Bedding Item Structure Excavation Class B Incl. Haul Gravel Backfill for Pipe Zone Bedding Item Structure Excavation Class B Incl. Haul Gravel Backfill for Pipe Zone Bedding 12" SD (CY) 0 0 Total 7.5 12" SD (CY) 1097 720 Total 585 12" SD (CY) 630 410 Total 367.5 12" SD (CY) 22 20 Total 22.5 CBType1 (CY) 1 10 Unit CY CBType1 (CY) 6 40 Unit CY CBType1 (CY) 4 30 Unit CY CBType1 (CY) 1 10 Unit CY Filterra (CY) 0 0 Filterra (CY) 3 20 Filterra (CY) 0 0 Filterra (CY) 0 0 24" SD (CY) 0 0 24" SD (CY) 0 0 24" SD (CY) 57 50 24" SD (CY) 0 0 Total 10 Total 780 Total 490 Total 30 Unit CY Unit CY Unit CY Unit CY Price 15 Price 15 Price 15 Price 15 Total 150 Total 11700 Total 7350 Total 450 S of 10th Item Seeding, Fertilizing, and Mulching Topsoil Type A Landscaping, LS Bark Mulch 10th to 12th Item Seeding, Fertilizing, and Mulching Topsoil Type A Landscaping, LS Bark Mulch 12th to Sunset Item Seeding, Fertilizing, and Mulching Topsoil Type A Landscaping, LS Bark Mulch N of 4th Item Seeding, Fertilizing, and Mulching Topsoil Type A Landscaping, LS Bark Mulch *quantities taken from LS sheets, 12-12-16 Number 1.10192837465565E-02 2.96296296296296 0 0 *quantities taken from LS sheets, 12-12-16 Number 6.51974288337925E-02 141.271604938272 3341 20.6234567901235 *quantities taken from LS sheets, 12-12-16 Number 0 65.5555555555556 1770 10.9259259259259 *quantities taken from LS sheets, 12-12-16 Number 2.04315886134068E-02 5.49382716049383 0 0 Unit AC CY SF CY Unit AC CY SF CY Unit AC CY SF CY Unit AC CY SF CY Price 5000 40 5 45 Price 5000 40 5 45 Price 5000 40 5 45 Price 5000 40 5 45 Total 55.0964 118.5185 0 0 Total 325.9871 5650.8642 16705 928.0556 Total 0 2622.2222 8850 491.6667 Total 102.1579 219.7531 0 0 3.62962962962963 158106.666666667 $/SF $/ACRE *Poulsbo Central Business District Shrub Price mix