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APPROVED Cost Estimate-Paradise Heights 1-25-2021RESUB Feb 11 20212/11/2021 ROW and Private Improvements Cost Estimate CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Prepared by: CITY OF EDMONDS Donna Breske &Associates, LLc BUILDING PERMIT #BLD2019-0026 21 Ave A, suite 4, Snohomish, WA 98290 ROW PERMIT #ENG2020-0395 360-294-8941 Project Name: Paradise Heights Location: 546 Paradise Lane, Edmonds, WA Clearing greater than or equal to 5,000 board feet of timber? yes X no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 ROW AND TESC IMPROVEMENTS: $13,624.00 + $64,542.40 = $78,166.00 TOTAL ENGINEERS COST ESTIMATE: $302,462.15 Prepared by: Donna Breske and Associates, LLC Date: 2/11 /2021 Project No.: Activity No.: Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. ENGINEERING DIVISION APPROVED AS NOTED 3/15/2021 -PERFORMANCEBOND AMOUNT$• •• 1 •• 11 x 120%) L��_1��_ FUTURE MAINTENANCE BOND AMOUNT = $14,069.88 (93,799.20 x 15%) INSPECTION FEES = (302,462.15 x 3.3%) $ 9981.25 5 Version: 3/2/2015 Report Date: 2/11 /2021 RESUB ROW and Private Improvements Cost Estimate Feb 11 2021 2/11 /2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Reference # Unit Price Unit Quantity # of Applications Cost EROSION/SEDIMENT CONTROL Number Backfill & compaction -embankment ESC-1 $ 6.00 CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 80.00 Each Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) $ 95.00 CY Ditching ESC-4 $ 9.00 CY Excavation -bulk ESC-5 $ 2.00 CY 1 Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF 309 1 464 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 1000 1 1500 Hydroseeding ESC-8 SWDM 5.4.2.4 $ 0.80 SY 1000 1 800 Jute Mesh ESC-9 SWDM 5.4.2.2 $ 3.50 SY Mulch, by hand, straw, 3" deep ESCA0 SWDM 5.4.2.1 $ 2.50 SY Mulch, by machine, straw, 2" deep ESCA 1 SWDM 5.4.2.1 $ 2.00 SY Piping, temporary, CPP, 6" ESC-12 $ 12.00 LF Piping, temporary, CPP, 8" ESC-13 $ 14.00 LF Piping, temporary, CPP, 12" ESC-14 $ 18.00 LF Plastic covering, 6mm thick, sandbagged ESCA5 SWDM 5.4.2.3 $ 4.00 SY 1000 1 4000 Rip Rap, machine placed; slopes ESCA6 WSDOT 9-13.1(2) $ 45.00 CY Rock Construction Entrance, 50'x15'x1' ESCA7 SWDM 5.4.4.1 $ 1,800.00 Each 1 1 1800 Rock Construction Entrance, 100'x15'x1' ESC-18 SWDM 5.4.4.1 $ 3,200.00 Each Sediment pond riser assembly ESC-19 SWDM 5.4.5.2 $ 2,200.00 Each Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 19.00 LF Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 70.00 LF Seeding, by hand Sodding, 1" deep, level ground ESC-22 SWDM 5.4.2.4 $ 1.00 SY 50 1 50 ESC-23 SWDM 5.4.2.5 $ 8.00 SY Sodding, 1" deep, sloped ground ESC-24 SWDM 5.4.2.5 $ 10.00 SY TESC Supervisor ESC-25 $ 110.00 HR 8 1 880 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR WRITE -IN -ITEMS **** (see page 91 Straw Wattles SWDM D.2.1.2.5 $ 1.25 LF 309 1 386 CB PROTECTION INSERTS $120.00 EA 5 600 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 Prepared by: Donna Breske and Associates, LLC $ 616.25 $10,480.00 $ 2,584.88 $ 3,144.00 $ 11,201. $13,624.00 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 2/11 /2021 ROW and Private Improvement Cost Estimate 2/11/2021 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements RES U B Feb 11 2021 Unit Price Unit Quant. Cost Quant. Cost Quant. Cost CITY OF EDMONDS GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 6.00 CY Backfill & Compaction- trench GI - 2 $ 9.00 CY Clear/Remove Brush, by hand GI - 3 $ 1.00 SY Clearing/Grubbing/Tree Removal GI - 4 $ 10,000.00 Acre 0.694 6,940.00 Excavation - bulk GI - 5 $ 2.00 CY 885 1,770.00 3218 6,436.00 Excavation - Trench GI - 6 $ 5.00 CY Fencing, cedar, 6' high GI - 7 $ 20.00 LF Fencing, chain link, vinyl coated, 6' high GI - 8 $ 20.00 LF Fencing, chain link, gate, vinyl coated, 2 GI - 9 $ 1,400.00 Each Fencing, split rail, 3' high GI - 10 $ 15.00 LF Fill & compact - common barrow GI - 11 $ 25.00 CY 4 100.00 80 2,000.00 Fill & compact - gravel base GI - 12 $ 27.00 CY Fill & compact - screened topsoil GI - 13 $ 39.00 CY Gabion, 12" deep, stone filled mesh GI - 14 $ 65.00 SY Gabion, 18" deep, stone filled mesh GI - 15 $ 90.00 SY Gabion, 36" deep, stone filled mesh GI - 16 $ 150.00 SY Grading, fine, by hand GI - 17 $ 2.50 SY Grading, fine, with grader GI - 18 $ 2.00 SY 1353 2,706.00 Monuments, 3' long GI - 19 $ 250.00 Each Sensitive Areas Sign GI - 20 $ 7.00 Each Sodding, 1" deep, sloped ground GI - 21 $ 8.00 SY Surveying, line & grade GI - 22 $ 850.00 Day 1 850.00 Surveying, lot location/lines GI - 23 $ 1,800.00 Acre 0.45 810.00 Traffic control crew ( 2 flaggers) GI - 24 $ 120.00 HR 20 2,400.00 Trail, 4" chipped wood GI - 25 $ 8.00 SY Trail, 4" crushed cinder GI - 26 $ 9.00 SY Trail, 4" top course GI - 27 $ 12.00 SY Wall, retaining, concrete GI - 28 $ 55.00 SF 756 41,580.00 Wall, rockery GI - 29 $ 15.00 SF SUBTOTAL 4,270.00 61,322.00 Prepared By: Donna Breske and Associates, LLC Page 3 Paradise Heights ROW and Private Improvement Cost Estimate 2/11/2021 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements MMOUD Feb 11 2021 Unit Price Unit Quant. Cost Quant. Cost Quant. Cost CITY OF EDMONDS DEPARTMENT ROADIMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 $ 30.00 SY 80 2,400.00 AC Grinding, 4' wide machine 1000-2000 RI - 2 $ 16.00 SY AC Grinding, 4' wide machine > 2000sy RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 80 2,800.00 Barricade, type III ( Permanent) RI - 6 $ 56.00 LF Curb & Gutter, rolled RI - 7 $ 17.00 LF Curb & Gutter, vertical RI - 8 $ 12.50 LF 328 4,100.00 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF Curb, extruded asphalt RI - 10 $ 5.50 LF Curb, extruded concrete RI - 11 $ 7.00 LF 320 2,240.00 Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF 420 1,260.00 Sealant, asphalt RI - 14 $ 2.00 LF 63 126.00 Shoulder, AC, ( see AC road unit price ) RI - 15 $ - SY Shoulder, gravel, 4" thick RI - 16 $ 15.00 SY Sidewalk, 4" thick RI - 17 $ 38.00 SY 167 6,346.00 102 3,876.00 Sidewalk, 4" thick, demolition and dispos RI - 18 $ 32.00 SY Sidewalk, 5" thick RI - 19 $ 41.00 SY Sidewalk, 5" thick, demolition and dispos RI - 20 $ 40.00 SY Sign, handicap RI - 21 $ 85.00 Each Striping, per stall RI - 22 $ 7.00 Each Striping, thermoplastic, ( for crosswalk ) RI - 23 $ 3.00 SF Striping, 4" reflectorized line RI - 24 $ 0.50 LF SUBTOTAL 17,032.00 6,116.00 Prepared By: Donna Breske and Associates, LLC Page 4 Paradise Heights ROW and Private Improvement Cost Estimate 2/11/2021 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Feb 11 2021 Unit Price Unit Quant. Cost Quant. Cost Quant. Cost CITY OF EDMONDS DEPARTMENT ROAD SURFACING No. (4" Rock = 2.5 base & 1.5" top course) 9 1/2" Rock= 8" base & 1.5" top course) Additional 2.5" Crushed Surfacing RS - 1 $ 3.60 SY HMA 1/2" Overlay, 1.5" RS - 2 $ 14.00 SY HMA 1/2" Overlay 2" RS - 3 $ 18.00 SY HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY 436 12,208.00 1353 37,884.00 HMA Road, 2", 4" rock, Qty. over 2500 S RS - 5 $ 21.00 SY HMA Road, 3", 9 1/2" Rock, First 2500 S RS - 6 $ 42.00 SY HMA Road, 3", 9 1/2" Rock, Qty Over 25 RS - 7 $ 35.00 SY Not Used RS - 8 Not Used RS - 9 HMA Road, 6" Depth, First 2500 SY RS - 10 $ 33.10 SY HMA Road, 6" Depth, Qty. Over 2500 SY RS - 11 $ 30.00 SY HMA 3/4" or 1 ", 4" Depth RS - 12 $ 20.00 SY Gravel Road, 4" rock, First 2500 SY RS - 13 $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 $ 10.00 SY PCC Road (Add Under Write -Ins w/Desi RS - 15 Thickened Edge RS - 17 $ 8.60 LF SUBTOTAL 12,208.00 37,884.00 Prepared By: Donna Breske and Associates, LLC Page 5 Paradise Heights ROW and Private Improvement Cost Estimate 2/11/2021 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements MMOUD Feb 11 2021 Unit Price Unit Quant. Cost Quant. Cost Quant. Cost CITY OF EDMONDS VELOPMENT SERYJLES DEPARTMENT DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe. Access Road, R/D D - 1 1 $ 21.001 SY Bollards - fixed D - 2 $ 240.74 Each Bollards - removable D - 3 $ 452.34 1 Each " (CBs include frame and lid) CB Type I D - 4 $ 1,500.00 Each 2 3,000.00 5 7,500.00 CB Type IL D - 5 $ 1,750.00 Each CB Type II, 48" diameter D - 6 $ 2,300.00 Each for additional depth over 4' D - 7 $ 480.00 FT CB Type II, 54" diameter D - 8 $ 2,500.00 Each for additional depth over 4' D - 9 $ 495.00 FT CB Type II, 60" diameter D - 10 $ 2,800.00 Each for additional depth over 4' D - 11 $ 600.00 FT CB Type II, 72" diameter D - 12 $ 3,600.00 Each for additional depth over 4' D - 13 $ 850.00 FT Through -curb Inlet Framework (Add) D - 14 $ 400.00 Each Cleanout, PVC, 4" D - 15 $ 150.00 Each 13 1,950.00 Cleanout, PVC, 6" D - 16 $ 170.00 Each Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF Culvert, PVC, 6" D - 19 $ 13.00 LF 180 2,340.00 Culvert, PVC, 8" D - 20 $ 15.00 LF Culvert, PVC, 12" D - 21 $ 23.00 LF 241 5,543.00 Culvert, CMP, 8" D - 22 $ 19.00 LF Culvert, CMP, 12" D - 23 $ 29.00 LF Culvert, CMP, 15" D - 24 $ 35.00 LF Culvert, CMP, 18" D - 25 $ 41.00 LF Culvert, CMP, 24" D - 26 $ 56.00 LF Culvert, CMP, 30" D - 27 $ 78.00 LF Culvert, CMP, 36" D - 28 $ 130.00 LF Culvert, CMP, 48" D - 29 $ 190.00 LF Culvert, CMP, 60" D - 30 $ 270.00 LF Culvert, CMP, 72" D - 31 $ 350.00 LF SUBTOTAL 3,000.00 17,333.00 Prepared By: Donna Breske and Associates, LLC Page 6 Paradise Heights ROW and Private Improvement Cost Estimate 2/11/2021 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements MMOUD Feb 11 2021 No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost S CIVEITY M NT SEERVILEa Culvert, Concrete, 8" D - 32 $ 25.00 LF DEPARTMENT Culvert, Concrete, 12" D - 33 $ 36.00 LF Culvert, Concrete, 15" D - 34 $ 42.00 LF Culvert, Concrete, 18" D - 35 $ 48.00 LF Culvert, Concrete, 24" D - 36 $ 78.00 LF Culvert, Concrete, 30" D - 37 $ 125.00 LF Culvert, Concrete, 36" D - 38 $ 150.00 LF Culvert, Concrete, 42" D - 39 $ 175.00 LF Culvert, Concrete, 48" D - 40 $ 205.00 LF Culvert, CPP, 6" D - 41 $ 14.00 LF Culvert, CPP, 8" D - 42 $ 16.00 LF Culvert, CPP, 12" D - 43 $ 24.00 LF 47 1128 Culvert, CPP, 15" D - 44 $ 35.00 LF Culvert, CPP, 18" D - 45 $ 41.00 LF Culvert, CPP, 24" D - 46 $ 56.00 LF Culvert, CPP, 30" D - 47 $ 78.00 LF Culvert, CPP, 36" D - 48 $ 130.00 LF Ditching D - 49 $ 9.50 CY Flow Dispersal Trench (1,436 base+) D - 50 $ 28.00 LF French Drain (3' depth) D - 51 $ 26.00 LF Geotextile, laid in trench, polypropylene D - 52 $ 3.00 SY Mid -tank Access Riser, 48" dia, 6' deep D - 54 $ 2,000.00 Each Pond Overflow Spillway D - 55 $ 16.00 SY Restrictor/Oil Separator, 12" D - 56 $ 1,150.00 Each Restrictor/Oil Separator, 15" D - 57 $ 1,350.00 Each Restrictor/Oil Separator, 18" D - 58 $ 1,700.00 Each Riprap, placed D - 59 $ 42.00 CY Tank End Reducer (36" diameter) D - 60 $ 1,200.00 Each Trash Rack, 12" D - 61 $ 350.00 Each Trash Rack, 15" D - 62 $ 410.00 Each Trash Rack, 18" 1 D - 63 $ 480.00 1 Each Trash Rack, 21" 1 D - 64 1 $ 550.00 1 Each SUBTOTAL 1128 Prepared By: Donna Breske and Associates, LLC Page 7 Paradise Heights ROW and Private Improvement Cost Estimate 2/11 /2021 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements MMOUD Feb 11 2021 Unit Price Unit Quant. Price Quant. Cost Quant. Cost CITY OF EDMONDS DEPARTMENT PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders No. 2" AC, 2" top course rock & 4" borrow PL - 1 $ 21.00 SY NA NA 2" AC, 1.5" top course & 2.5" base cour PL - 2 $ 28.00 SY NA NA 4" select borrow PL - 3 $ 5.00 SY NA NA 1.5" top course rock & 2.5" base course PL - 4 $ 14.00 SY NA NA UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied byFranchise Utility's Cost Estimate Utility Pole(s) Relocation UP-1 Lump Sum Street Light Poles w/Luminaires UP-2 $ 7,500.00 Each WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. Storm Filters WI-1 $ 8,500.00 EACH 3 25 500.0 Infiltration Trenches WI -2 $ 65.00 LF 154 10,010.00 Side Sewer 6" PVC WI - 3 $ 13.00 LF 176 2,288.00 Sewer Clean Out 6" WI - 4 $ 170.00 EACH 6 1,020.00 Sewer Manhole WI - 5 $ 10,600.00 EACH 1 10,600.00 Sewer Main 8" PVC WI - 6 $ 15.00 LF 109 1635 Traffic Control Edmonds Way WI - 7 $ 10,000.00 EACH 1 10000 Storm Trench Drain WI-8 $ 18.50 LF 25 462.50 Mailboxes WI - 9 $ 375.00 EACH 1 375 [.Y11l l[95111-1114 SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: B 12,010.00 49,648.00 14,894.40 64,542.40 C 2" awn cncn 49,880.50 147-e55-5&- 172,535.50 ""�T 51,760.65 -tRt--� 224,296.15 701 Prepared By: Donna Breske and Associates, LLC Page 8 Paradise Heights Bond Quantity Worksheet Original bond computations prepared by: Name: Donna L. Breske, PE PE Registration Number: 27367 Firm Name: Donna Brekse & Associates, LLC Address: 21 Ave A, Snohomish, WA 98290 Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed Tatal Right of Way ameliar Soto Restaratiam * ** (First $p�ebeq�'-efl�ae cfasla Reef Fffi.,RG8 Q,,pd a � �.,+ (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total NAME OF PERSON PREPARING BOND* REDUCTION: (B RESUB 2/11/2021 Feb 11 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date: 2/11 /2021 Tel. #: 206-715-9582 Project No: BLD20160026 FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE M U REQUIRED FOR RECORDING OR MAINTENANCE/DEFECT BOND* TEMPORARY OCCUPANCY AT 13,624.00 4�- $ r2^ SUBSTANTIAL COMPLETION *** $ 64,542.4 ROW & TESC (C) - (D) $ 224,296.15 t9t 4" (A+B) $ 78,166.00 75-- (T) $ 302,462.15 266,889.7 > % Minimum is $20WI > > , � TOTAL ENGINEERS COST ESTIMATE T x 0.30 $ e&-,e66--9- Minimum is $2000. Date: (B+C) x 0.25 = $ Erg 3rsEr Minimum is $2000. 2/11 /2021 Prepared By: Donna Breske Associates, LLC Paradise Heights