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HomeMy WebLinkAboutCO 07 CAG-19-001 , CO #7-19 J -+ cli:OP-3 + s AI`a Change Order No. 7 Contract Title: Renton Avenue South Resurfacing Contractor: R.W.Scott Construction Contract No. : CAG-19-001 Federal Aid No.: STP(UL)-1201(023) ® Ordered by Engineer ❑ Proposed by the Contractor(VECP) 0 Unilateral Amount Working Days Original Contract: $1,585,247.60 60 Current Contract: $1,800,173.10 75 Estimated Net Change This Order: $6,800.00 3 New Contract: $1,806,973.10 78 Prepared By: Issiu y: utgat 9 Arbili , ei--frp.f.z ,___y__ ResidentEn iineer Date , ngineer(cityofRento Transportation Date Design Manager) Reviewed By: Consent By: E'i eer•Arecord Date Surety(Greater than 25%cost and/or 20%time Date Increase) --- Reviewed By: Endorsed B '74l,d4'4 r q /i�/r 4 7,7h , City of Rento roject Manager Date Contra or 1 Date G Reviewed By: exec ed Bpi: O 77 �a_ City Attorney Date City of Re P I c orks bat A dmiristrat r/Mayor i Change Order No.7 Contract Title: Renton Avenue South Resurfacing Contract No.CAG-19-001 Page 1of3 THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: Bus Pad Shift at S 132nd Street/Renton Ave South. Engineer has requested to shift the bus stop pad five feet to the west on the north side of Renton Avenue South at the S 132nd Street intersection. The bus pad shall be constructed to include rebar and a pedestrian wall.Additionally, a tree root system will need to be modified to allow for the installation. The above changes shall be in accordance with the plans listed below. Reason for Change: Bus Pad Shift at S 132nd Street/Renton Ave South. In order to build the bus pad to ADA compliant slopes, shifting it five feet to the west is necessary to preserve the existing tree.This shift will result in the bus stop being closer to the pedestrian signal. Materials: This change order will add an additional 2 cubic yards of concrete and 21 pieces of#4 rebar which will be paid for via Force Account. Acceptance shall be based on satisfactory test results of material incorporated into the project and proper documentation for the rebar. Plans: Plan Sheets 16/RD-2 and 17/RD-3. Adjustment: This work will be paid via Force Account and is estimated to cost$6,800.00. Extension of Time: The Time for Completion is extended 3 Working Days. Equitable Adjustment: The City and Contractor agree that this Change Order does not cause an equitable adjustment for the additional contract time per Section 1-09.4 of the 2018 WSDOT/APWA Standard Specifications. Change Order No.7 Contract Title: Renton Avenue South Resurfacing Contract No. CAG-19-001 • Page 2 of 3 Sections 1-04.4 and 1-04.5 of the 2018 WSDOT/APWA Standard Specifications shall govern this Change Order.The Work of the referenced Contract is modified to include the changes detailed herein.The payment provided for herein shall constitute the complete and final settlement for all costs of labor, equipment, materials, overhead, profit, permit fees,and all other claims that may be made by the Contractor as a result of this change. Attachments: Forms to be attached to Change Order ® Plans ® Field Directive ❑ Change Order Quotation ® Estimated Change Order Cost ® Project Labor List ® Force Account Equipment Rate Request(DOT Form 422-010 EF) • Equitable Adjustment Determination Change Order No. 7 Contract Title: Renton Avenue South Resurfacing Contract No. CAG-19-001 Page 3 of 3 GVi v o Renton Ave S Rehabilitation Contract#CAG 19-001 + M + Federal Aid#STPUL f'F N i 0eti Field Work.Directive FWD#002 Date: 5/24/19 Subject: Bus Pad Shift at S 132"d Street/RAS Scope: Per the attached plan revision,RW Scott Construction Co. is directed shift the bus stop pad 5 feet to the west on the north side of Renton Ave S,at the S 132nd Street Intersection. Plans (attached): 16/RD-2 and 17/RD-3with Revision 2 Measurement and Payment: No change to measurement and payment. By: goefil Sign ture Date Tani Stafford Project Engineer j \ \. \ / w \ N \‘ N w \ \ ��:R'�E AND \\ O Z LI2 45 LUUIE 1 LIt.ICOLN LOU'E `\ 'dEliH SCHILp 1 v PHAN DUE ANC ` 4'-1 aSgG-0281 J \ // / J ^A� Z TU?N LEANT #214480-0280 Y21 a4a0-0270 / cit)' �j ZY214A80-0285 \ •• •\ \ / '/\� �— RENTON AVE S O PAVING PLAN NOTESI' 0 z _ ` -------- --------------------------------- ----------- z ---- 1 TACT%IN: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT a ___ LOCATION AND 'DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK. —_. - U O 2 EXISTING UTILITY TO BE REMOVED/RELOCATED BY OTHERS. COORDINATE - J WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2. SHEET Cg W - - . 3 EXISTING UTILITY VAULT. MANHOLE. OR FIRE HYDRANT TO BE ADJUSTED LL TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY _ - _ , 93 REPRESENTATIVE. SEE GENERAL NOTE 2 SHEET 1/G-1. W - 4 PROTECT EXISTING UTIUTY POLE, PEDESTAL,VAULT DURING W - 13+00 — _ — . — 14+00 — — — — _ _ 15+00-- — — — — —_ _ — 16•o CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/G-1. O1 rc W — — -I- . — . — .— . — t - + -_ + I + + -to 5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON n o B 00 _ • —'-I-' — - 1 - STD PLANS 101 AND 103. SEE SHEETS 23/RD-9 AND 24/RD-10. p E. A - 1O F6 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE 1 w oN . - .- to SHEET 23/RD-9. 61 3 rc11 10 - • ! W 7 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS a g i'F " a _ �yy�.. . I _ 1 Z" B --�—J 104.1, 104.2, AND 104.3. SEE SHEETS 25/RD-11 AND 26/RD-12. o 0 0 W N_.__�.y 'n W' § . }� e:� -' L 2 B CONNECT NEW STORM PIPE TO EXISTING CATCH BASIN. CORE DRILL IF i o W %_ , >'.m�^ - -- ?1 F KNOCK OUT IS NOT PRESENT. j n 1 I \� ��, 9 CONNECT EXISTING PIPES TO NEW CATCH BASIN. J I I I \� I I I I 10 ADJUST EXISTING CATCH BASIN TO GRADE PER STD. PLAN 101.1, SEE n m I SHEET 24/RD 10 Q . 2 II I I 1- / / • 11 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND INSTALL rc 1 1 1 \ MINTER LLC FRAME AND SOUR UD. o odo -- -�-�- 1 / \_ A21 s490-O500 \ n w"'1 v,i^ o M.NTER LLD J\ \ 12 ADJUST EXISTING SEWER MANHOLE TO GRADE PER STD. PLAN 106, SEE + + ,• SHEET 22/RD-B. m ��^ii��� i p21a48C-02B5 / -daoow d 0 13 ADJUST EXISTING WATER VALVE BOX OR WATER MANHOLE TO GRADE PER LL ��oe v_1 l \ STD. PLAN 330.1, SEE SHEET 13/W0-3. I i'"�ao+gu+ 2 o� 4 l ‘ 14 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY OTHERS. II �o+1- i- COORDINATE WORK WITH UTILITY REPRESENTATIVE. 2 m du- N 2 -OfQ v 15 ADJUST EXISTING WATER METER BOX TO GRADE PER STD. PLAN 320.1, x odd+1"al-" SEE SHEET 11/WO-1. rc ¢iw'-<rcZ ` 16 CONSTRUCT CURB RAMP PER DETAIL(S) SHEET 27/RP-1 TO 31/RP-5. a < i6 M1 o ..... \ 17 CONSTRUCT SIDEWALK END RAMP PER DETAIL SHEET 20/R0-6. > DDUGLYS WARNE \ 18 CONSTRUCT TRAFFIC CURB AND GUTTER FOR PEDESTRIAN REFUGE ISLAND PER DETAIL SHEET 20/RD-6. SPILL CURB NOTED. \ #214430-0485 \ d1,7 3, / \ 19 ADJUST MONUMENT CASE AND COVER TO GRADE PER THE SPECIFICATIONS p4Otpy 84'', ,> \ AND STD. PLAN HR-04, SEE SHEET 22/RD-B. ��i �A°fA o: 20 CONSTRUCT LANDSCAPE BLOCK WALL PER DETAIL SHEET 26/RD-12. I-. E.i Q" 22 21 CONSTRUCT CONCRETE DRIVEWAY REPAIR. j e �o c RENTON AVE S �, �\ '-\ 7 O 22 INSTALL BUS PAD PER DETAIL SHEET 26/RD-12. �{ • rwp4 n ,.�IIlim `�� I /ly OQ, 23 INSTALL PERMANENT VIDEO DETECTION PER THE SPECIFICATIONS. ri ; 0 &l\ \ _ , ` � s- — 1- 24 ABANDONEXISTINGSTORM STRUCTURE AND STORM PIPE PER THE o 0 CO g_\ ., __ ^_ - `- SPECIFICATIONS. GN$2 4 a w 3 5 10 I• xi 0 2 +' 00 17+00 18+00 t _ _ _.. l -20 Y VA m N ul /.. 19 La U ^-.... 1. N y W _ 12 r 11� 16_ "0 / u I- 2 , Q I I I 1 I 1 1 I I l I I I -� 1 1 1 1 1 I I` . l l l I I {—[ l j l)"°!`/V / � �j 0 I- F 2 O IA K -�- i /el :,�, / j W h g \ i uortE�2 LL_ ,,,: oo mil,c s y '�- APPROVED FOR BID Ce O °z " `,,`\ A214an0-JaB; `\l /d �� 10,•/ O O ✓ ��i�� O D a. CITY OF RENTON DATE 1_ y \e 2 7. M!NrER LLC � `. \� L.j + ‘// X / f --Et. i�� U U > '� �21aaAU-Utea i Ojry / l ,3 U i Q , \ ___-__� !� 5' �\ ••/ _0/� /c ei' �// APPROVED FOR CONSTRUCTION " 2 . l / r i /<\ \,/ /°r, 10 l% / / CITY OF RENTON DATE IY cf7'/s / 1�� / „' / /\/y\y —' ° /•/ A / -r u,LLER SHEET:16/RD-2 z // /� / c, // / @z'n4SC-05200 1 2' OF: 70 z /\ 20' 1D• 0 20• 40• /� /\7�/✓,/ l° , / f• / \ I �� I� SCALE: 1'420' TWO INCHES AT FULL SCALE. JOB NO.: 17534 i _ IF NOT. SCALE ACCORDINGLY DWG:PAVE / I I "Poo /// 1 i \\ O PAVING PLAN NOTES IV / 1 T•AIITION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT / ANH PRAM AND I PHu BOI ` I . LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK. �, / KHIET-TA d2144E0-0725 2 IXISTING UTILITY TO BE REMOVED/RELOCATED BY OTHERS. COORDINATE / 8214480-0777 I >\ J I WORK WITH UTILITY REPRESENTATNE. SEE GENERAL NOTE 2. SHEET co C. / // I / I MISSION WEST FOUNDA ION 1/G-I- W / 0/`a� I ;{2I a460-0774 3 IXISTING UTILITY VAULT, MANHOLE, OR FIRE HYDRANT TO BE ADJUSTED C --7 / TO GRADE BY OTHERS. COORDINATE WORK WITH UTILITY / / /`6/c/As //t I1 I -� REPRESENTATIVE. SEE GENERAL NOTE 2 SHEET 1/G-1. � 4 PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT DURING f N \/�_�x x I RENTON AVE S CONSTRUCTION. SEE GENERAL NOTE 2 SHEET 1/C-I. (),I O Z � GC o I. 5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON '1 cc 1iSTD PLANS 101 AND 103. SEE SHEETS 23/RD-9 AND 24/RD-10. w Lo tO _ d .. ... L -^-�__ _ 6 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE O a-1--=_ fy.. .s�.1. 17i . 4 I _--- O SHEET 23/RD-9. O N --- w.-- T - -- - ^— _ _ +... _- __ U '— m 7 CEMENT CONCRETE DRNEWAY ENTRANCE PER CITY OF RENTON STD PLANS I- fi 1�13 --= T -,;- T �, �_--_ ___-__ �-- 104.1 104.2 AND 1043 SEE SHEETS 2D 26 RRD ' T W 8 CONNECTSTORM PIPETO EXISTING CATCH BASIN CORE DRILL IF W L 4,4 r`I 13 . - 7 ---'- - T -r _...T___ - T T. _7._..-_--T.>_--T y KNOCK OUT NEW NOT PRESENT. IW C1%�:. f I —. 9 CONNECT EXISTING PIPES TO NEW CATCH BASIN. 11 N m O .,�\ '- - - _ 19 0 10 ADJUST EXISTING CATCH BASIN TO GRADE PER STD, PLAN 101,1, SEE o \ I 21+00 - - V 24 SHEET 24/RD-10. m m . — - ..- - _ o G_ C,, , +G ''`"`G'—r T - — I— . — — — 2 I —. - DO _. - - - 11 ADJUST EXISTING CATCH BASIN TO GRADE AND FURNISH AND INSTALL a 22+00 N L I -. 231 :. - N FRAME AND SOUR LID. Q R� `, 12SEWER MANHOLE TO GRADE PER STD- PLAN 106, SEE L° I Iq , , - Z ADJUSTE 2 EXISTING u cxi a W \ 10 - - J 13WATER MANHOLE TO GRADE PER < m Z ` , . - : - • = ADJUST EXISTING WATER VALVE BOXOR o o O S r. P\ \4\ - _ - ,_,,._- r STD. PLAN 330.1, SEE SHEET 13/WD-3. = o U ,.(* ' _ - ,, ,q r _ -" �_ Q 14 EXISTING GAS VALVE BOX TO BE ADJUSTED TO GRADE BY OTHERS. H a L.. 7 §. ���- - ���� COORDINATE WORK WITH UTILITY REPRESENTATIVE. J a Cr \' 15 ADJUST EXISTING WATER METER BOX TO GRADE PER STD. PLAN 320.1, n w ti \ '�� - - ___ --------- SEE SHEET 11/WD-1. 16 CONSTRUCT CURB RAMP PER DETNL(S) SHEET 27/RP-1 TO 31/RP-5- O 17 CONSTRUCT SIDEWALK END RAMP PER DETAIL SHEET 20/RD-6. a Wa +�\ O 18 CONSTRUCT TRAFFIC CURB AND GUTTER FOR PEDESTRIAN REFUGE ISLAND 6 4.1 w0 ...(((/ PER DETAIL SHEET 20/RD-6. SPILL CURB NOTED. S' 03 i :J.�tiOR.F AND D4:4D \\ m m a Z \ / 1 GONZALEE 19 ADJUST MONUMENT CASE AND COVER TO GRADE PER THE SPECIFICATIONS 1- --�a t,f. N / #21aPS0-0776 AND STD. PLAN HR-O4, SEE SHEET 22/RD-B. i ZjI-m¢ u \ / 20 CONSTRUCT LANDSCAPE BLOCK WALL PER DETAIL SHEET 26/RD-12. ' mann rc 0 \� / 21 CONSTRUCT CONCRETE ORNEWAY REPAIR. ry i�wn r n 22 INSTALL BUS PAD PER DETAIL SHEET 26/RD-12. IC oWWdd \\ / 23 INSTALL PERMANENT VIDEO DETECTION PER THE SPECIFICATIONS. a Z O A In ¢ 24 ABANDON EXISTING STORM STRUCTURE AND STORM PIPE PER THE a a z° o SPECIFICATIONS. a \�\ TESSA COOK � 0 IN, ,p '1 n214a60-0345 l� \ �B�lp4� v+``7t w . \ yi t°p s R` o o \\\ \ / \` tidy he �0`$0 oi \ L \\ u:ss:o AFEr FOUNDFr;or, \ '/ '/ \ _ \\ "SW' yam \ #214480-0765 ) "� �`7� KING COUNTY PROPERTY 3 �+° °�� / \\ I SERVICES \ ,�: g ,4 O 0 \\ �- / -� ( rt21 44 80-0952 \ ��./-� �(. z _ ` 1 1T21 naB0-G77n ) Y P10 zu 0 7 =��:� � �--�__ RENTO7 0 ON AV S ..�.,..�,..,..�.s \ • -- al la Z o coo U ....... T----:-. .. T{:Y. U LL o I J � 23+00 " T'-"'-7- 10�-�T111 I f N 0 3 re.2T26+00. i _. 7,_.. - _ 1- ` W 1- Q a O a �R __ -�__ - _;. APPROVED FOR BID LL 0 - os A O W `,��_ �'- _ __—_�_..--- -� I CITY OF RENTON DATE F j Z a __ --- APPROVED FOR CONSTRUCTION x ZO a — ------ ---- I- EFI.D V AND DSV 0 1 \_ CITY OF RENTON DATE ce OONZALES 1 `\ vi ` '' 7 LFKCRIOGE DEVELOPMENT�• sHEET:171RD3 6 z i214 480--0851 . z \\ �___-_ / \ 20' 10' 0 20' 40 0 1' 2" OF:' 70 \ SCALE: 1'-20' TWO INCHES AT FULL SCALE. JOB NO.: 17534 i IF NOT, SCALE ACCORDINGLY DWG:PAVE `�K o Renton Ave S Rehabilitation Contract#CAG 19-001 4. + Federal Aid#STPUL 1 � �6 ro Field Work Directive FWD#006 Date: 6/6/19 Subject: Tree Root Removal at Bus Pad Scope: The Contractor is directed to remove the existing tree roots below the bus pad to below the bus pad subgrade. Plans (attached): Bus Pad Tree Root Removal Detail Measurement and Payment: Pricing for this work will tracked via force account and paid via Change Order. By. �^ e/ Il1 g atur ' Date Tani Staffo Project Engineer Bus Pad Tree Root Removal Detail 19 + 84. 46 — 45 . 81 LT 13 . 50 ' 1 9 + 97 . 96 se���, — 4 5 . 8 3 LT • I a� , Remove Tree Roots 11111L ow subgrade for • all and bus pad • - • D I: D I D - X00 20 + 00 Estimated Change Order Cost Change Order No. 7 Prepared By:M.Faltaous , Bid Item No. l Description Quantity Unit Unit Price Estimated Cost Force Account Item description Labor Estimate Foreman 16 HR $ 75.00 $ 1,200.00 Operator 8 HR $ 75.00 $ 600.00 Labor 8 HR $ 55.00 $ 440.00_ Cement Mason 24 HR $ 75.00 $ 1,800.00 Labor Markup 29% $ 1,171.60 Equipment Estimate Ford F450 16 • HR $ 25.00 $ 400.00 Excavator 8 HR $ 20.00 $ 160.00 Dump Truck 8 HR $ 50.00 $ 400.00 Equipment Markup . 21% $ 201.60 Materials Estimate $ - Concrete 2 CY $ 150.00 Rebar 15 LB $ 10.00 Materials Markup 21% $ - Services Estimate $ - Services Markup 21% $ - Mobilization Estimate $ - Subcontractor Work Estimate $ 3,500.00 $ - Subcontractor Markup 12% $ 420.00 Bid Item Change Equitable Adjustment Per attached determination Estimate $ - Calculated Cost $ 6,793.20 Estimated Change Order Cost $ 6,800.00 City of Renton Renton Avenue South Resurfacing CAG-19-001 Force Account Wage Rates R.W.Scott Construction Force Account FICA FUTA SUTA WA Family WA State Classification Rate Wage Fringe (7.65%) (0.6%) (5.53%) Paid.Leave. L&I Flagger-Journey Level $48.44 $38.45 $3.00 $2.94 $0.23 $2.13 $0.06 $1.63 Laborers-Traffic Control Supervisor $51.72 $41.33 $3.00 $3.16 $0.25 $2.29 $0.06 $1.63 - Laborers-Concrete Saw Operator $57.96 $46.81 $3.00 $3.58 $0.28 . _ $2.59 $0.07 $1.63 Laborers-General Laborer $56.92 $45.90 $3.00 $3.51 $0.28 $2.54 $0.07 $1.63 Laborers-Pipe Layer Lead $58.66 $47.42 $3.00 .$3.63 $0.28 $2.62 _ $0.07 $1.63 Operator-Foreman $74.59 $61.41 $3.00 $4.70 $0.37 $3.40 $0.09 _ $1.63 Operator-Shovel,Excavator, Backhoes,Tractors: Under 15 Metric Tons $73.22 $60.20 $3.00 $4.61 $0.36 $3.33 $0.09 $1.63 Operator-Shovel, Excavator, Backhoes,Tractors: 15 to 30 Metric Tons $73.85 _ $60.76 $3.00 $4.65 . . $0.36 $3.36 $009 $1.63 Operator-Shovel, Excavator, Backhoe:Over 30 Metric Tons To 50 Metric Tons $74.59 $61.41 $3.00 $4.70 $0.37 $3.40 $0.09 _ . _ $1.63 Operator-Dozers D-9&Under $72.66 $59.71 $3.00 $4.57 $0.36 $3.30 $0.09 $1.63 Operator-Loaders, Plant Feed $73.22 $60.20 $3.00 $4.61 $0.36_. _ _$3.33. _ _ _ $0.09 $1.63 Operator-Grader $69.55 $56.98 $3.00 $4.36 $0.34 $3.15 $0.09 $1.63 Operator-Roller,Other Than Plant . - Mix $69.55 $56.98 $3.00 $4.36 $0.34 $3.15 $0.09 $1.63 Operator-Service Engineers- Equipment _ _ $72.66 $59.71 $3.00 $4.57 $0.36 $3.30 _ $0.09 $1.63 Operator-Mechanics s $73.22 $60.20 $3.00 $4.61 $0.36 $3.33 .$0.09 $1.63 Truck Driver-Dump Truck $62.98 $50.46 $3.00 $3.86 $0.30 $2.79 $0.08 $2.49 Truck Driver-Dump Truck&Trailer $63.94 _ _ $51.30 $3.00 $3.92 $0.31 $2.84 ._ .$0.08 $2.49 0 Washington StateDepaittnerit01 Labor &Industries cgack to previous pane Rate notice printed on 12/04/2018 Account ID 579,092-00 Business name R W SCOTT CONSTRUCTION CO Account manager KRISTI LINN 360-902-4620 • Click on the Risk class number fora detailed description of how your risk class rates and your employees'payroll dedtictimis are calculated. Rate notice printed date::12/04/2018 Rate notice effective date:01/01/2019 Page 1 of 1 <c Prav Next ss(atn 1 N .. - Jump to page �+ Risk Experience Aecitlent Medical Stay At Suppterierita Payroll Class . Factor Fund Aid Work Pension Your Deduction. a„ Class Description (EI.* (AF.+ .MA+ ,.SAWP +SF=0101_.Excavation NOC 0.6000 1.3892 1 ) Rate Mgr�`. I ' 0.6059 0.020 .0.1120 1.38620.24380. 0108�St:+Vet COnstlSepBo Tank lost 1 0.6000 1.3892 0.6059. 0.0201 . 0.1120 11.321111 0.24380_ ` 0701 Bulkhead Retaining Wall Const _0.6000 26488 10.8894 0.0387 . 0.1120 2.2581 0.33445. 4,(1 � 1192 Trunking:Intrastate 0.6000 2.4357 0.9163 0.0355 1 0.1120 2.1445 0.34155 P +• 4904 Clerical Office NOC&Draftsmn 0.6000 0.0221 0.0160. 0.0603 I 0.1120 0.13501 0.06090 r • 5208 EonfractbrsPerm Yard or Shop I 0.6000.`1 0.6182 0.3117 0.0089 I 0.1120 .,0.67531 0.15220 Page 1 of 1 Previous 1 Next s> _ . _ . _ .Jump toRaBeGo • a Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of Ne slate of Washington. Help us Improve R W SCOTT CONSTRUCTION CO INC Workers'Comp Rates https://securelni.wa.gov/verify/Details/workersCompRates.aspx?... Home Espanol Contact PSearch L&I z A-Z Index Help My L&I Safety&Health Claims&Insurance Workplace Rights Trades&Licensing Washington State Department of • Labor & Industries <Return to search results Workers' Comp Rates R W SCOTT CONSTRUCTION CO INC,Account no.579.092-00 2019 experience factor ® 0.6000 Employer's claim costs are lower than average. Past experience factors Risk classifications 0101-02 Excavation NOC Hourly rate Employee withholding 1.3862 0.24260 0108-01 Sewer Const/Septic Tank Inst Hourly rate Employee withholding 1.3211 0.24380 0201-05 Bulkhead Retaining Wall Const Hourly rate Employee withholding 2.2581 0.33445 1102-03 Trucking:Intrastate Hourly rate Employee withholding 2.1445 0.34155 4904-00 Clerical Office NOC&Draftsmn Hourly rate Employee withholding 0.1350 0.06090 • 5206-79 Contractors Penn Yard or Shop Hourly rate Employee withholding 0.6753 0.15220 0 Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us improve 1 of 1 4/30/2019, 1:11 PM A°L, His RA I'. SCOTT CONSTRUCTION Co. General Contractors — RW'SCOC"229,k1U 4005 WEST VALLEY HIGHWAY NORTH.SUITE A.AUBURN.WAS IIINGTON 9K00I PHONE:i'535 351 l )I FAX;i253i 351-(1(155 EMPLOYEE LIST AND TRADE NOTE:THERE ARE 7 DIFFERENT WAGE CLASSIFICATIONS FOR OPERATORS AND SEVERAL LABORER RATES CLASSIFICATION RATES ATTACHED MARK HALL FOREMAN $75.83 LEON BRELAND OPERATOR CASEY GRAFF OPERATOR BRYAN HOLMBERG OPERATOR,LABORER,TRUCK DRIVER NICHOLAS VUKICH OPERATOR REYNEL RAMMELL LABORER,OPERATOR JOSEPH.YINGST LABORER,PIPE LAYER JACK HILL PIPELAYER,OPERATOR KYLE MORGAN LABORER,FLAGGER TOMMY DEHART TRUCK DRIVER KIETH REED TRUCK DRIVER SCOT WINSCHELL TRUCK DRIVER EVETTE MORGAN FLAGGER,TCS ELIZABETH MORGAN FLAGGER,TCS COURTNEY MYCOFF FLAGGER FALI.AN PERALTA FLAGGER ERIK PETERSON MECHANIC DEVIN SAMPSON MECHANIC DEREK SCOTT MECHANIC • JAMES TJADEN MECHANIC T en cn ecy — 6 . C C n m m 2 Co-,a 6 II -c D D D 0) 0 m O. o 0 3 a o 62 `L ss m `C N ! p O m 6 ate' r co 6 ' `m o o O m o o O m etO lT 4ml O CD CO N VI •• Cu EAco N O N O N W • ••m Vm N• 0 d p O 4 J A N cal � M il N • N O N 0 Co) co Ca A U co Co. a m 0 V W b N m Cal O tmla y W. f•N • CO 6 CO CO• m N p N O m y jpv m O 0 0 0 V V m a, V CCO O mJ 6 i M f•' 9 Si• 4p1 co O co O co d ca A e ' C! co V V cos N j i0 C in 0' A CO O OO 0 E. b A CN 9 Ca) No N O CA V O V; CO u NO V V N m N , N _ w �n toi o-. co a CD 0 • U L N O co O A O CO YOA O u V O + + -0 NT 0 CO ...) 0* M qt O0AA.S 0 co in Er co 0 FIC -ic co C T A. co m O L7 Y 'tOj m Y O'S m .0 �0 W m o m o J m m m o g o ' m t+ D 2r o a 11 � •ti_. 0 m Tt N na 6 y O cn b y O' mn co N _ G P m O m O A CO W u a,.0 'N O Q o o m m m :2 ,1,_ t. O, `^ O Ti.e .(0 mm ti to, - on V 03 m a63 "°. -o09YS o O + OA V O J m n � OO • A.V m o m N O CD O d ty N pm,oOVQ 6O O N O 0) V S-.VIO�IV d P N O m O do mma4 O La cocoN ///n/\1 V OfV tp m COO O O '6i 69 O m m N O ul O A mm mm a E. V 0 m p 1 to O J m N A m m y.O OD F. N O O Im N O W O d 0 tp 6 O V O m O N A m CO O m S to O J m M m coN O COO A ta.y m co 0 V 6 G ba O O O us V CD:..I m t O O V 00 OfV O-. • 9 V. m N O O m O A W tto y • W O V m trail m ia + O OO O (' N m 00 4 41 N O JN O co o co co .O W O V V CO to 0 m A 0 A 1-6 • /� m �m I` ao ,� CA yA m N O mNm O ram m co A Pc CA 1�J�, t O V m A E m O Cit. ' 1 City of Renton Renton Avenue South Resurfacing CAG-19-001 Force Account Wage Rates Highmark Concrete Force Account FICA FUTA SUTA WA Family WA State Classification Rate Wage Fringe (7.65%) (0.6%) (5.53%) Paid Leave L&I Cement Masons $69.02 $42.63 $18.04 $3.26 $0.26 $2.36 $0.06 $2.41 Foreman $75.85 $48.63 $18.04 $3.72 $0.29 $2.69 $0.07 $2.41