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20191017163914.pdfsite Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 L9 King County CITY COPY Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 For alternate formats, call 206-296-6600. 206-296-6600 M Relay 711 Project Name: Community Health Center Expansion Date: 9/17/2019 Location: 23320 Highway 99 Project No.: Activity No.: Clearing greater than or equal to 5,000 board feet of timber? yes X no If yes, Forest Practice Permit Number: (RCW 76.09) RW -t TEK 1-716 cl'3, -1 15 X 1/6 hu, I M (J 501-19 S - 54) x .2--1 0/0 Page 1 of 9 ENGINEERING DIVIS10N AtI7? DM NOTED Completed li-wks-sbq-xis (CHC).xls 5 LD2_0 19 - 0 ?-iSq Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area gr from local sources if not included in the RS Means database. al, tJ,9,,50 16-1&. j;5 tri6jx f-ee6 RESUB SEP 2 0 2019 Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 9/20/2019 Site Improvement Bond Quantity Worksheet S15 Webdate: 04/03/2015 Reference # Unit Price Unit Quantity # of Applications Cost EROSIONISEDIMENT CONTROL lNumber Backfill & com paction-em ban kment Check dams, 4" minus rock ESC-1 ESC-2 SWDM 5.4.6.3 $ 6.00 $ 80.00 CY 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 Fence, silt Fence, Temporary (NGPE) ESC-5 ES -6 ESC-7 SWDM 5.4.3.1 $ 2.00 $ 1.50 $ 1.50 CY LF LF 135 480 203 720 Hydroseeding Jute Mesh ESC-8 ESC-9 SWDM 5.4.2.4 SWDM 5.4.2.2 $ 0.80 $ 3.50 SY SY Mulch, by hand, straw, 3" deep ESC-1 0 SWDM 5.4.2.1 $ 2.50 SY Mulch, by machine, straw, 2" deep ESC-1 1 SWDM 5.4.2.1 $ 2.00 SY Piping, temporary, CPP, 6" ESC-12 $ 12.00 LF Piping, temporary, CPP, 8" Piping, temporary, CPP, 12" ESC-1 3 ESC-14 $ 14.00 $ 18.00 LF LF Plastic covering, 6mm thick, sandbagged IES Rip Rap, machine placed; slopes JESC-16 Rock Construction Entrance, 50'xl5'xl' JESC-17 -15 SWDM 5.4.2.3 WSDOT 9-13.1(2) SWIDM 5.4.4.1 $ 4.00 $ 45.00 $ 1,800.00 SY CY Each 1 1800 Rock Construction Entrance, 1 00'xl 5'xl' ESC-1 8 SWDM 5.4.4.1 $ 3,200.00 Each Sediment pond riser assembly ESC-1 9 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 Sodding, 1" deep, sloped ground ESC-22 SWDM 5.4.2.4 $ 1.00 SY ESC-23 ESC-24 SWDM 5.4.2.5 SWDM 5.4.2.5 $ 8.00 $ 10.00 SY SY TESC Supervisor - Water truck, dust control ESC-25 ESC-26 SWDM 5.4.7 $ 110.00 $ 140.00 HR HR 10 1100 WRITE -IN -ITEMS **** (see page 9) Z�C-) )21 r Each Inso ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 Completed li-wks-sbq-xls (CHC).xls $ �3_a22M L4 S-1 ?_ - 6 0 $ 1,146075 L4 (ok, -75 $ 4,969.25 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 9/20/2019 Site Improvement Bond Quantity Worksheet Web date: 04/0312015 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit I Quant. F--Clst Quant. Cost Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 6.00 CY Backfill & Compaction- trench G1 - 2 $ 9.00 CY Clear/Remove Brush, by hand GI - 3 $ 1.00 SY Clearing/GrubbingrFree Removal GI - 4 $10,000.00 Acre Excavation - bulk GI - 5 $ 2.00 CY 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, 20 G1 - 9 $ 1,400.00 Each Fencing. Mlit rail. 3' high G1 - 10 $ 15.00 LF Fill & compact - common barrow GI - 11 $ 25.00 CY Fill & compact - gravel base G1 - 12 $ 27.00 CY 133.333 3,600.00 Fill & compact - screened topsoil GI - 13 $ 39.00 CY Gabion. 12" deep, stone filled mesh G1 - 14 $ 65.00 SY Gabion, 18" deep, stone filled mesh GI - 15 $ 90.00 SY Gabion, 36" deep, stone filled mesh G1 - 16 $ 150.00 SY Grading, fine, by hand GI - 17 $ 2.50 SY Grading, fine, with grader GI - 18 $ 2.00 SY 133.333 266.67 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 Surveving. line & grade G1 - 22 $ 850.00 Dav Surveying. lot location/lines G1 - 23 $ 1,800.00 Acre Traffic control crew ( 2 flaggers G1 - 24 $ 120.00 HR Trail, 4" chipped wood GI - 25 S 8.00 SY Trail. 4" crushed cinder GI - 261 $ 9.00 SY Trail. 4" too course G1 - 27 $ 12.00 SY Wall, retaining, concrete G1 - 28 $ 55.00 SF Wall, rockery G1 - 29 $ 15.00 SF Page 3 of 9 SUBTOTAL 3,866.67 *KCC 27A authorizes only one bond reduction. Completed li-wks-sbq-xis (CHC).xIs Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 9/20/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Future Public Private Right-of-way Right of Way Improvements & Drainage Facilities I — Cost Quant. Cost —Qu—an—t. Cost ROADIMPROVEMENT No. AC Grinding, 4'wide machine < 1000sy Rl- 1 $ 30.00 SY AC Grinding, 4'wide machine 1000-20Mz RI - 2 $ 16.00 SY AC Grinding, 4'wide machine > 2000sy RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 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 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 Sawcut, asphalt, 3" depth Rl - 12 $ 1.85 LF Sawcut, concrete, per 1 " depth RI - 13 $ 3.00 LF Sealant, asphalt RI - 141 $ 2.00 LF 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 133.333 5,066.67 Sidewalk, 4" thick, demolition and diSDOW RI - 18 $ 32.00 SY Sidewalk, 5" thick RI - 19 $ 41.00 SY Sidewalk, 5" thick, demolition and disposa 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 Page 4 of 9 SUBTOTAL 12VO5 5,066.67 Unit prices updated, 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Completed li-wks-sbq-xls (CHC).xls Report Date: 9/20/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. ��Cost ROAD SURFACING No. (4" Rock 2.5 base & 1.5" top course) 9 1/2" Rock= 8" base & 1.5" p 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 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 250 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�Desig RS - 151 Thickened Edge IRS - 171 $ 8.60 LF Page 5 of 9 SUBTOTAL Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Completed li-wks-sbq-x1s (CHC).xls Report Date: 9/20/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Q u—a—n t—T Cost —Quant7 Cost Quant. Cost DRAINAGE (CPP =Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Average f 4'cover was assumed. Assume perforated PVC is same price as solid oipe. Access Road, R/D D-1-1 $ 21.00 1 SY Bollards - fixed D-2 $ 240.74 Each Bollards - removable D-3 S 452.34 Each * (CBs include frame and lid) CB Type I D-4 $ 1,500.00 Each CB Tvpe IL D-5 $ 1,750.00 Each CB Type 11, 48" diameter D-6 $ 2,300.00 Each for additional depth over 4' D-7 $ 480.00 FT CB TVpe 11, 54" diameter D - 8 $ 2,500.00 Each for additional depth over 4' D-9 $ 495.00 FT CB Type 11, 60" diameter for additional depth over 4' D-10 D - 11 $ 2,800.00 $ 600.00 Each FT CB Type 11, 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 Cleanout, PVC, 6" D - 16 $ 170.00 Each Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF 100 1,000.00 Culvert, PVC, 6" Culvert, PVC, 8" D - 19 D - 20 $ 13.00 $ 15.00 LF LF Culvert, PVC, 12" D - 21 $ 23.00 LF 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 $ 5600 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 $ 27000 LF lCulvert, CMP, 72" D - 31 $ 350.00 LF Page 6 of 9 SUBTOTAL Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Completed li-wks-sbq-xls (CHC).xls Report Date: 9/20/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements No. Unit Price Unit Quant. 7-cost Quant. I Cost Quant. I Cost Culvert, Concrete, 8" D - 32 $ 25.00 LF 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 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 S 78.00 LF Culvert. CPP. 36" D-48 $ 130.00 LF Ditching D-49 $ 9.50 CY Flow DiSDersal 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" D-63 $ 480.00 Each ITrash Rack, 21" D - 64, $ 550.00 1 Each Page 7 of 9 SUBTOTAL Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Completed li-wks-sbq-xls (CHC).xls Report Date: 9/20/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 I -- Existing Right-of-way Future Public I Private Right of Way Improvements & Drainage Facilities Unit Price I Gnit Quant. Price Quant7 Cost Quant. Cost 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 cours 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 by Franchise Utility's Cost Estimate Utility Pole(s) Relocation UP-1 Lump Sum Street Light Poles w/Luminaires UP-2 $ 7,500.00 1 Each WRITE4N-ITEMS (SUch as detention/water quality vaults.) No. Stormwater Vault I W1 - 1 Each Block Wall j WI-2 $ 16.00 SY Yard Drain Wl - 3 $ 225.00 —EA 8 1,800.00 Tree Grates W1 - 4 $ 6.00 EA 1000 6000 Landscaping / Planter Boxes Wl - 5 $ 1,000.00 SF 10 10.000.00 WI - 6 Wl - 7 wl - 8 W1 - 9 wi-10 SUBTOTAL 6,000.00 SUBTOTAL (SUM ALL PAGES): 5,0� 30% CONTINGENCY & MOBILIZATION: 1,8we'D GRANDTOTAL: 7-,� COLUMN: B Page 8 of 9 C it S00-00 -7 (o (o 5o -1Aci5M-. (qqJ60 32,47833 D Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Completed li-wks-sbq-xls (CHC).xls Report Date: 9/20/2019 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Original bond computations prepared by: Name: Date PE Registration Number: Tel. # Firm Name: Address: Project No Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed Total Right -of Way and/or Site Restoration Bond*/** (First $7,500 of bond* shall be cash.) Performance Bond* Amount (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total NAME OF PERSON PREPARING BOND* REDUCTION: FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* AMOUNT (A) $ 2-5 4-_�96� (B) $ QCct�. (C) $ (D) $ (A+B) _s 1-7, Sff 9 .1.5 M $ Minimum is $2000. MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION — T x 0.30 $ 1-3�,747-3 Minimum is $2000. PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* (B+C) x 0.25 = $ Minimum is $2000. Date: NOTE: The word "bond" as used in this document means a financial guarantee acceptable to King County. NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum In addition, corrective work, both on- and off -site needs to be included+ Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY Page 9 of 9 Check out the DDES Web site at www. kin Unit prices updated: 03/02/2015 _gcounty.goylpermit Version: 03/02/2015 Completed li-wks-sbq-xIs (CHC).xls Report Date: 9/20/2019