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20191017163914.pdfSite lmprovement Bond Quantity Worksheet S15 Web date: 0410312015 ffi ringCounty CITY CWY Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 206-296-6600 TTY Relay 711 Project Name: Location: Communitv Health Center Expansion 23320 Hiqhwav 99 For alternate formats, call 206-296-6600 Date: Project No.: Activity No.: 9t1712019 bvaTatl .ô È6q 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. FîESUB sEP 2 0 20t9 ".äffiffiãnß' Unit prices updated: 3lA2O15 Version: 31212015 Report Dale:912012019 Rø¡ t TsÉ¿ ku tqP # t-?, 5 xã .15 ü 5o,-rî8.S1 X IZO "/o '¿ x 3.Aolo = Dru$oNPage 1 of9 r{ B¿wÞal, rl6,50 I le1b,65 lnop fceS Clearing greater than or equal to 5,000 board feet of timber? yes lf yes, Forest Practice Permit Number: (RCW 76.0e) Xno Completed li-wks-sbq-xls (CHC).xls Site lmprovement Bond Quantity Worksheet 515 Web date: 0410312015 Coat 203 720 1 1 800 1 100 lnÇô #ol Apolications 1 I 1 Suantity 135 480 1 10 Unit CY Each CY CY CY LF LF SY SY' SY SY LF LF LF SY CY Each Each Each LF LF SY SY SY HR HR ¡ Each Unit Prlce $ 6.00 $ 80.00 $ 95.00 $ 9.00 $ 2.00 $ 1.50 $ 1.50 $ 0.80 $ 3.50 $ 2.50 $ 2.00 $ 12.00 $ 14.00 $ 18.00 $ 4.00 $ 45.00 $ 1,800.00 $ 3,200.00 $ 2,200.00 $ 19.00 $ 70.00 $ 1.oo $ 8.oo $ 10.00 $ 1 10.00 $ 140.00 -19í.r Reference # swDM 5.4.6.3 wsDoT 9-03.9(3) swDM 5.4.3.1 swDM 5.4.2.4 swDM 5.4.2.2 swDM 5.4.2.1 swDM 5.4.2.1 swDM 5.4.2.3 wsDoT 9-13.1(2) swDM 5.4.4,1 swDM 5.4.4.1 swDM 5.4.5"2 swDM 5.4.5.1 swDM 5.4.5.1 swDM 5.4.2.4 swDM 5.4.2.5 swDM 5.4.2.5 SWDM 5.4.7 Number ESC-1 ESC-2 ESC-3 ESC4 ESC-5 ESC-6 ESC-7 ESC-8 ESC-9 ESC-10 ESC-11 ESC-12 ESC-13 ESC-r4 ESC-15 ESC-16 ESC-17 ESC-18 ESC-19 ESC-20 ESC-21 ESC-22 ESC-23 ESC-24 ESG-25 ESC-26 YI{FITE-INJTEilS * (se 9) EROSION/SEDIII,IENT CONTROL Backfill & compaction-embankment Check dams, 4" minus rock Crqshed surfacing 'l 1/4" minus Ditchinq Excavation-bulk Fence, silt Fence, Temporary (NGPE) Hydroseeding Jute Mesh lVlulch, by hand, straw, 3" deep Mulch, by machine, straw, 2" deep Piping, temporary, CPP, 6' Piping, temporary, CPP, 8" Piping, temporary, CPP, 12" ElqsJlc covering, 6mm thick, sandbagged Rip Rap, machine placed; slopes Rock Construction Entrance, 50'x1 5'x1' Rock Construction Entrance, 100'x15'x1' Sediment pond riser assembly Sediment trap, 5' high berm Sed. trap, 5' high, riprapped spillway berm section Seeding, by hand Sodd ing, 1" deep, level ground Sodding, 1" deep, sloped ground TESC Supervisor Water truck. dust control ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: $ E*ezz¡o$ 1,146.75 $ 4,969.25 A Unit prices updated: 31212015 Version: 31212015 Report Date:912012019 L4 6-ì¿. äô -,ètqbl, f:) Gzg*, ÂS Page 2 of 9 Completed li-wks-sbq-xls (CHC).xls Site lmprovement Bond Quantity Worksheet Web date: 04t0312015 3,600.00 266.67 133.333 133.333 SY SF SF CY CY CY SY SY SY SY SY Each Each SY Dav Acre HR SY SY CY CY SY Acre CY CY LF LF Each LF $ 8.00 $ 850.00 $ 1,800.00 $ 120.00 s 8.00 $ 9.00 $ 12.00 $ 55.00 $ 15.00 Unit Price Cost & Quant.Unit Facilities Cost Private lmprovements Existing Right-of-Way Futu¡e Public Right of Way s 6.00 $ 9.00 s 1.00 $r 0,000.00 $ 2.00 $ 5.00 $ 20.00 $ 20.00 $ 1.400.00 $ 15.00 $ 25.00 $ 27.00 $ 39.00 $ 65.00 $ 90.00 $ 150.00 $ 2.50 $ 2.00 $ 250.00 $ 7.00 Gt-26 Gt -27 Gr-28 Gt -29 Gt- 10 Gl -11 Gt-'12 Gt-'t3 Gt- 14 Gl- 15 Gt- 16 Gt- 17 Gt- 18 Gt- 19 Gt-20 Gt -21 Gt -22 Gr-23 Gt-24 Gt -25 Gl -1 Gt-2 Gt -3 Gl-4 Gt-5 Gt-6 Gt- 7 Gr- I Gt-9 Wall, retaininq, concrete iA/all. rockerv Fill & compact - screened topsoil Gabion. 12" deep. stone filled mesh Gabion, 18" deep, stone filled mesh Gabion. 36" deep, stone filled mesh Gradinq. fine. bv hand Gradino. fine. with orader Monuments, 3'lonq Sensitive Areas Siqn Soddinq, '1" deep, sloped ground Survevinq. line & qrade Survevino. lot location/lines Traffic control crew ( 2 flaggers ) Trail. 4" chipped wood Trail. 4" crushed cinder Trail- 4" toD course Backfill & Compaction- embankment Backfill & Comoaction- trench Clear/Remove Brush, bv hand Clearino/Grubbino/Tree Removal Excavation - bulk Excavation - Trench Fencinq, cedar,6'hiqh Fencino. chain link. vinvl coated. 6',hiqh Fencins. chain link, qate, vinyl coated, 2C Fencino. solit rail. 3'hiqh Fill & compact - common banow Fill & comDact - qravel base Page 3 of 9 'KCC27A authorizes only one bond reduction Completed li-wks-sbq-xls (CHC).xls SUBTOTAL 3,866.67 Unit prices updated: 0310212015 Version: 0310212015 Report Dale:912O12019 Site lmprovement Bond Quantity Worksheet Web date: A410312015 Private lmprovements Cost 5,066.67 Quant. 133.333 Futurc Public Right of Way & Drainase Facilities CostQuant. Ex¡sting Right-of-way Cost â-l^/.4 Ouant. lo6 Unit SY SY SY SY LF LF LF LF LF LF LF LF LF SY SY SY SY SY SY Each Each SF LF Unit Price $ 30.00 $ 16.00 $ 10.00 $ 35.00 $ 56.00 $ 17.00 $ 12.50 $ 18.00 $ 5.50 $ 7.00 $ 1.85 $ 3.00 $ 2.00 $ $ 15.00 $ 38.00 $ 32.00 $ 41.00 $ 40.00 $ 85.00 $ 7.00 $ 3.00 $ 0.50 Rt -1 Rt-2 Rt -3 Rt -4 Rr-6 Rl -7 RI -B Rr-9 Rt -10 Rt-11 Rt -12 Rl -13 Rt -14 Rt -15 Rt -16 Rt -17 Rl -18 Rl -19 Rl-20 Rl-21 Rl -22 Rt-23 Rl -24 4'wíde machine < I AC Grinding, 4'wide machine 1000-2000r AC Grinding,4'wide machine > 2000sv AC Removal/Disposal Barricade, type lll ( Permanent ) Curb & Gutter, rolled Curb & Gutter, vertical Curb and Gutter, demolition and disposal Curb, extruded asphalt Curb, extruded concrete Sawcut, asphalt, 3" depth Sawcut, concrete, per 1 " depth Sealant, asphalt Shoulder, AC, ( see AC road unit price ) Shoulder, gravel, 4" thick Sidewalk, 4" thick Sidewalk, 4" thick, demolition and dispos¿ Sidewalk, 5" thick Sidewalk, 5" thick, demolition and dispos¿ Sign, handicap Striping, per stall Striping, thermoplastic, ( for crosswalk ) Striping, 4" reflectorized line Page 4 of g -KCC 27A authorizes only one bond reduction. Completed li-wks-sbq-xls (CHC).xls SUBTOTAL 2bu'5,066.67 Unit prices updated: 0310212015 Version: A310212015 Report Date.9l2Ol2O19 Site lmprovement Bond Quantity Worksheet Web date: O4lO3l2O15 CostQuant. P¡iv{e lmprovements CostQuant. Future Public Right of Way & DrainaEe Facilities Gost Existing Right-of-way Quant. SY SY SY SY SY SY SY LF Unit SY SY SY SY SY Unit Price (4" Rock = 2.5 base & 1.5f' top course) 9 1/2" Rock= 8" base & 1.5" top course) $ 3.60 $ 14.00 $ 18.00 $ 28.00 $ 21.00 $ 42.00 $ 35.00 $ 33.10 $ 30.00 $ 20.00 s 15.00 $ 10.00 $ 8.60 RS-6 RS-7 RS-8 RS-9 RS-1C RS - 1'l RS-12 RS-1: RS-14 RS-15 RS-17 No. RS-1 RS-2 RS-3 RS-4 RS-5 Not Used Not Used HMA Road, 6" Depth, First 2500 SY HMA Road. 6" Deoth. Qtv. Over 2500 SY HMA 3/4'or 1",4" Depth Gravel Road. 4" rock. First 2500 SY Gravel Road. 4" rock. Qtv. over 2500 SY PCC Road (Add UnderWrite-lns wlDesig Thickened Edge ROAD SURFACING Additional 2.5" Crushed Surfacinq HMA 1/2' Overlav, 1.5" HMA 1/2" Overlav 2" HMA Road, 2",4" rock, First 2500 SY HMA Road. 2". 4" rock. Qtv. over 2500 S\ HMA Road, 3",9112" Rock, First 2500 S\ HMA Road. 3".9112" Rock, Qtv Over 25( -Page 5 of 9 -KCC 27A authorizes only one bond reduction. Completed li-wks-sbçxls (CHC).xls SUBTOTAL Unit prices updated: 0310212015 Version: 0310212015 Report Date:912012019 Site lmprovement Bond Quantity Worksheet Web date: 0410312015 (cPP =Plastic N12 or Equ¡valent)For Culvert of 4' cover was assumed PVC is same solid R/D D-1 $ 21.00 SY Private lmprovements Cost - removable D-3 452.34 Each include frame and CB D 4 $1 Each 1,000.00Zbrc Æù.ûo Quant. 100 Itañ2sø nG Futurc Public Right of Vtlay & D¡ainase FacilitÍes CostQuant. Existing Right of.way CostQuant-Unit Each Each Each FT Each FT Each FT Each FT Each Each Each Each LF LF LF LF LF LF LF LF LF LF LF LF LF LF Unit Price $ 240.74 $ 1,750.00 $ 2.300.00 $ 480.00 $ 2,500.00 $ 495.00 $ 2.800.00 $ 600.00 s 3.600.00 $ 8s0.00 $ 400.00 $ 150.00 $ 170.00 $ 200.00 $ 10.00 $ 13.00 $ 15.00 $ 23.00 $ 19.00 $ 29.00 $ 35.00 $ 41.00 $ 56.00 $ 78.00 $ 130.00 $ 190.00 $ 270.00 $ 350.00 D-2 D-5 D-6 D-7 D-8 D-9 D-10 D- 11 D-12 D- 13 D-14 D-15 D-16 D-17 D-18 D-19 D -20 D -21 D -22 D -23 D -24 D -25 D -26 D -27 D-28 D-29 D-30 D-31 - f¡xed CB IL CB Type ll, 48" diameter for additional depth over 4' CB Type ll, 54" d¡ameter for additional depth over 4' CB Type ll, 60" diameter for additional depth over 4' CB Type ll, 72" diameter for additional depth over 4' Throuqh-curb lnlet Framework (Add) Cleanout, PVC,4" Cleanout, PVC, 6' Cleanout, PVC, 8" Culvert, PVC,4' Culvert, PVC, 6' Culvert, PVC, 8" Culvert, PVC, 12" Culvert, CMP, 8" Sulvert, CMP, 12" Oulvert, CMP. 15" Culvert, CMP, 18" Culvert, CMP,24" Culvert, CMP,30' Culvert, CMP, 36" Culvert, CMP,48' Culvert, CMP,60" Culvert, CMP,72' Page 6 of 9 -KCC 274 authorizes only one bond reduction Completed li-wks-sbq-xls (CHC).xls q ßôñ 4.Ætra Unit prices updated: 0310212015 Version: 0310212015 Report Date:912012019 SUBTOTAL Site lmprovement Bond Quantity Worksheet Web date: O4lO3l2O15 Priváte lmprovements CostQuant. Future Public Rlght of Way & Drainage Facilities CostQuant. Existing Right-of-way CostQuant.Unit LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF CY LF LF SY Each SY Each Each Each CY Each Each Each Each Each Unit Price $ 25:00 $ 36.00 $ 42.00 $ 48.00 $ 78.00 $ 12s.00 $ 150.00 $ 175.00 s 205.00 $ 14.00 $ 16.00 $ 24.00 $ 35.00 $ 41.00 $ 56.00 s 78.00 $ 130.00 s 9.50 $ 28.00 $ 26.00 $ 3.00 $ 2.000.00 $ 16.00 $ 1.150.00 $ '1.350.00 $ 1.700.00 $ 42.00 $ 1,200.00 $ 350.00 $ 410.00 $ 480.00 $ 550.00 DRAINAGE CONTINUED No. D -32 D-33 D-34 D-35 D-36 Ð -37 D-38 D-39 D-40 D-41 Ð-42 D-43 D-44 D-45 D-46 D -47 D-48 D-49 D-50 D-51 D-52 D-54 D-55 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 D-64 Culvert, Concrete,8" Culvert, Concrete. 12" Culvert, Concrete, 15" Culvert, Concrete, 18" Culvert, Concrete,24" Culvert, Concrete, 30" Culvert. Concrete. 36" Culvert, Concrete,42" Culvert, Concrete,48" Culvert. CPP.6' Culvert, CPP,8" Culvert. CPP.'12" Culvert. CPP. 15' Culvert, CPP, '18" Culvert. CPP.24" Culvert, CPP, 30" Culvert. CPP,36" Ditchino Flow Disoersal Trench (1.436 base+) French Drain (3'depth) Geotextile, laid in trench, oolvpropvlène Mid-tank Access Riser. 48" dia, 6' deep Pond Overflow Spillway Restrictor/Oil Seoarator, 1 2" Restrictor/Oil Seoarator. 1 5" Restrictor/Oil Seoarator. 1 8" Riprap, placed Tank End Reducer (36" diameter) Trash Rack. 12" Trash Rack, 15" Trash Rack, 18" Trash Rack,2l" Page 7 of 9 *KCC 27A authorizes only one bond reduction. Completed li-wks-sbq-xls (CHC).xls Unit prices updated: 0310?/2015 Version: 0310212015 Report Date: 9/20/2019 SUBTOTAL Site lmprovement Bond Quantity Worksheet Web date: O4lO3l2O15 Not To Be Used For Roads Or No. relocation must be Franchise Cost Estimate WRITEINjTEMS Pr¡vatê lmprovemenb Cost 1,800-00 10.000.00 Quant. I 10 Future Public Right of Way & DÉinage Facilities CostOuant. NA NA NA NA Existing Right-of-way Price 6000 Quant. NA NA NA NA 't 000 Unit SY SY SY SY Lump Sum Each Each SY EA EA SF Unit Price s 21.00 $ 28.00 $ 5.00 $ 14.00 $ 7,500.00 1tilllittffltfflút $ 16.00 $ 225.00 $ 6.00 $ 1,000.00 PL-1 PL-2 PL-3 PL-4 UP-1 UP-2 No. WI -I wt -2 wt -3 wt -4 wr- 5 wr-6 wt -7 wl -8 wt- 9 w-10 course rock & 4" borrow 2"AC, 1.5" top course & 2.5" base cours 4" select borrow 1.5" top course rock & 2.5" base course Relocation Street L¡oht Poles w/Luminaires as detention/water Stormwater Vault Block Wall Yard Drain Tree Grates Landscapinq / Planter Boxes SUBÏOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN 6,000.00 8uto5 6€o€€s 26q1.5 :*orfû It,3Ul.3 ¿Ée€ro Dc ll 6ó0. âó L5,fe¿8.}þt*pg.¡f, 1bUl. 5Ò ¿4e5io. 33, lqq.64 s2azeß- - Unit prices updated: 0310212015 Version: 0310212015 Report Date:912012019 Page I of 9 "KCC 274 authorizes only one bond reduction Completed li-wks-sbq-xls (CHC).xls Site lmprovement Bond Quantity Worksheet Web date: 0410312015 Original bond computations prepared by: Name: PE Registrat¡on Number: Firm Name: Tel. #:; Address: Project Not FINANCIAL GUARANTEE REQUIREMENTS Date:: Stabilization/Erosion Sediment Control (ESC) Existing Right-of-Way lmprovements Future Public Right of Way & Drâinage Facilities Private lmprovements Calculated Quantity Completed Total Right-of Way and/or Site Restoration Bond"f* (First $7,500 of bond* shall be cash.) Performance Bond* Amount (A+B+C+D) = TOTAT Page 9 of 9 Completed li-wks-sbq-xls (CHC).xls PERFORMANCE BOND- AMOUNT $ (r13q. ÌS -+Peg. $ ltråt*.|.5¡ +Pee+' MINIMUM BOND"AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCYAT SUBSTANTIAL COMPLETION ** Tx0.30 $ßã11ß Minimum is $2000 PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* 1€50J- Unit prices updated: 0310212015 Version: 0310212015 Report Date:912012019 $ (A) (B) (c) (D) $32+47e-.+ $ 11, 516.15l¿tee€- $ 50'7qg .?l0,*,w+- Minimum is $2000. (A+B) (r) Maintenance/Defect Bond" Total (ts+c) x 0.25 = $ Minimum is $2000. NAME OF PERSON PREPARING BOND- REDUCTION: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 s¡te 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 euantities shall reflect worse case scenar¡os 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 Check outthe DDES Web site at www.kinqcountv.gov/permits