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HomeMy WebLinkAboutCO 3 CAG-14-151 , CO #3-19 410 Change Order No.3 Contract Title: SW Grady Way Overlay Project Contractor: Lakeside Industries Contract No.: CAG-14-151 Federal Aid No.: STPUL4288(004) ® Ordered by Engineer ❑ Proposed by the Contractor(VECP) ❑ Unilateral Amount Working Bays Original Contract: $847,338.5 30 Current Contract: $770,857.59 47 _ Estimated Net Change This Order: $148,480.00 20 New Contract: _ $918,80759 67 Prepared 8y: Zty ,42...._„5-7.7:,,„,,,,--_i,70'::..,,..-", „,,,t /2//5/5 _7 Resident Engineer Date ngineer(sttyofRen ►ansportatran D e Design Manager) Reviewed By: Consent By: ,--- l'.---„,... ."..--4:-.75-Ke7 /057/5 Engineer of Record Date Surety(Greater than 25%cost and/or 20% Date time increase) R ,87 / 16 Endorsed By: I C I I 5/d 49 —.'-:—1-'/ -a,Z -- /0/2 V/I City of Renton Ptoict Manager Date Contractor Date Review ey: Ex 1 =• By: i-5-19 B I. i/c/,q City Attorney Date City of Renton Pub orks Date NMI Administrator ayor MS Change Order No. 3 Contract Title: SW Grady Way ��a«ti�rEt'„f,Atte Overlay .\` cow: / ��,�� Contrail No. CAG-14-151 •`` • ":'; fir' s A . S , City sfd s flu ° 1. „ �^ \ THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: Repair curb ramp deficiencies as shown on the attached plans. Section 2-02 Removal of Structures and Obstructions shall be supplemented with the attached special provisions for sawcutting and grinding work and measurement and payment for asphalt concrete pavement removal work to be completed under this Change Order. Section 8-14 Cement Concrete Sidewalks shall be supplemented with the attached special provision for the measurement of flatwork for cement concrete curb ramp reconstruction work to be completed under this Change Order. If there is a conflict between these supplemental special provisions and the Contract Documents, the provisions of these supplemental special provisions shall govern for work to be completed under this change order. Work to be completed under this change order shall be subject to current state prevailing wage rates. The Contractor and any new or returning subcontractors shall submit new Intent to Pay Prevailing Wage forms to Labor and Industries for this current work. Reason for Change: Correct deficiencies to satisfy WSDOT final inspection requirements. Materials: New submittals will be required for the following materials specified in the in the original Contract Documents: Aggregate Concrete Detectable Warning Surface HMA Non-Slip Coating Plans: "SW Grady Way Curb Ramp Replacements"— 10 drawings Change Order No. 3 Contract Title: SW Grady Way Overlay Contract No. CAG-14-151 Page 2 of 5 Adjustment: The following "Bid Schedule B" and included Bid items are added to the Contract to serve as the mechanism for payment for all Work associated with this Change Order. BID SCHEDULE B—SW Grady Way Curb Ramp Replacements Bid Item No. Description Unit Quantity Unit Price Total Amount B-1 SPCC Plan LS 1 $ 150.00 $ 150.00 B-2 Mobilization LS 1 $ 5,000.00 $ 5,000.00 Project Temporary Traffic B-3 Control LS 1 $ 45,000.00 $ 45,000.00 B-4 Roadside Cleanup EST 1 $ 2,500.00 $ 2,500.00 Remove Cement B-5 Concrete Sidewalk SY 270 $ 77.00 $ 20,790.00 Cement Conc.Sawcutting B-6 and Grinding EST 1 $ 5,000.00 $ 5,000.00 B-7 Remove Curb and Gutter LF 280 $ 45.00 $ 12,600.00 Crushed Surfacing Top B-8 Course TON 30 $ 30.00 $ 900.00 B-9 Inlet Protection EA 23 $ 65.00 $ 1,495.00 Erosion/Water Pollution B-10 Control EST 1 $ 1,000.00 $ 1,000.00 Cement Conc.Traffic B-11 Curb and Gutter LF 180 $ 50.00 $ 9,000.00 Cement Conc.Traffic B-12 Curb LF 60 $ 45.00 $ 2,700.00 Cement Conc. Pedestrian B-13 Curb LF 100 $ 45.00 $ 4,500.00 B-14 Cement Conc. Sidewalk SY 270 $ 100.00 $ 27,000.00 Detectable Warning B-15 Surface SF 210 $ 22.00 $ 4,620.00 Apply Non-Skid to Utility B-16 Cover EA 2 $ 850.00 $ 1,700.00 Remove Asphalt Concrete B-17 Pavement SY 60 $ 40.00 $ 2,400.00 B-18 HMA CI 1/2" PG 52H TON 25 $ 85.00 $ 2,125.00 $ 148,480.00 TOTAL COST= $ 148,480.00 Change Order No. 3 Contract Title: SW Grady Way Overlay Contract No. CAG-14-151 Page 3 of 5 Extension of Time: 20 Working days will be added by this change order. Equitable Adjustment: This Change Order includes an equitable adjustment per Section 1-09.4 of the 2014 WSDOT/APWA Standard Specifications and included in the unit process in this change order. See attached. Change Order No. 3 Contract Title: SW Grady Way Overlay Contract No. CAG-14-151 Page 4 of 5 Sections 1-04.4 and 1-04.5 of the 2014 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 El Force Account Equipment Rate Request (DOT Form 422-010 EF) ❑X Equitable Adjustment Determination Change Order No. 3 Contract Title: SW Grady Way Overlay Contract No. CAG-14-151 Page 5 of 5 CO3SP-1 DIVISION 2 EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3 Construction Requirements Section 2-02.3 is supplemented with the following: (******) Existing pavement shall be saw cut before commencing removal. Pavement shall be removed as required for construction, and approved by the Engineer. Pavement thickness, type, and extent may vary throughout the project. Removal shall be accomplished by making a neat longitudinal vertical cut along the boundaries of the area to be removed. All cuts shall be continuous, and shall be made with saws specifically equipped for this purpose. No skip cutting will be allowed. Any pavement, sidewalk, or curb and gutter that is damaged, and not designated for removal as shown in the Plans or preapproved by the Owner, shall be repaired or replaced entirely at the Contractor's expense.The width and location of cuts shall be preapproved by the Engineer before cutting of pavement. Add the following new section: 2-02.3(5) Cement Conc. Grinding (*****) The Contractor shall grind or horizontally cut existing cement concrete curbs and sidewalk surfaces where curb grinding is called for in the Plans, and as directed by the Engineer to correct conditions where the edge of existing sidewalk panels and the entrance to curb ramps and landings from the street at the face of curb line are not flush (i.e. greater than '/4" lip). The surface resulting from grinding or cutting shall be mechanically textured if necessary to create a slip-resistant final finish. Prior to demolition of any curbs, gutters or sidewalks on the project, the Contractor's cutting/grinding foreman shall walk the project with the Engineer to review existing locations where curb grinding is called for in the Plans. The Contractor's cutting/grinding foreman shall provide to the Engineer with options, typical unit costs, and recommendations for grinding and/or horizontal cutting to achieve the desired result of removing non-flush conditions observed at the site and associated transitions to existing curbs to remain. Cutting and grinding shall be completed and accepted by the Engineer prior to commencing demolition of curbs, gutters and sidewalks. The Contractor or Subcontractor providing curb grinding services shall have the in-house capability to provide both curb grinding and horizontal curb cutting services and willingness SW Grady Way Overlay Project Supplemental Special Provisions Change Order 03 October 2019 CO3SP-2 to provide either or combination of either service to meet the Engineer's needs for the project. 2-02.4 Measurement Section 2-02.4 is supplemented with the following: Cement conc. sawcutting and grinding for Change Order 03 work will be measured by force account. Removal of asphalt concrete pavement for Change Order 03 work will be measured per square yard regardless of depth. 2-02.5 Payment Section 2-02.5 is supplemented with the following: "Cement Conc. Sawcutting and Grinding", by force account as provided in 1-09.6. To provide a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the Contractor's total Bid. Payments for"Cement Conc. Sawcutting and Grinding"will be determined in accordance with Section 1-09.6 for performing the work as specified, including containment, collection, and disposal of all sawcutting and grinding debris and wastewater. "Remove Asphalt Conc. Pavement", per square yard. The unit contract price for "Removing Asphalt Conc. Pavement" shall include full compensation for the costs of all labor,tools, equipment, and materials necessary or incidental to remove, haul, and dispose of all removed materials, including but not limited to, breaking, loading, hauling, and disposal regardless of the type of material and depth. All costs related to the removal and disposal of structures and obstructions including sawcutting, excavation, excavation required below removal items to allow replacement items to be constructed, and backfilling shall be considered incidental to and included in the removal bid items in the proposal. END OF DIVISION 2 SW Grady Way Overlay Project Supplemental Special Provisions Change Order 03 October 2019 CO3SP-3 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-14 CEMENT CONCRETE SIDEWALKS 8-14.4 Measurement Section 8-14.4 is supplemented with the following: All cement concrete flatwork required for the cement concrete curb ramp reconstructions included in, and related to, Change Order 3 Work will be measured by the square yard as "Cement Conc. Sidewalk". Cement conc. curb ramps that are reconstructed as part of Change Order 3 Work will not be measured for payment under any "Cement Conc. Curb Ramp Type " Bid item. END OF DIVISION 8 SW Grady Way Overlay Project Supplemental Special Provisions Change Order 03 October 2019 LAYOUT: COVER PATH. U\PSO\Projects\Clients\1779-City0fRenton\214-1779-046 SWGradyWayCurbRompRp1\99Svcs\GADD\DWG\ PLOTTED BY: hillyjen DATE Wednesday,September 25,2019 11:42:26 AM V n n 0 7 D c c 0 E -0 B. 3 ff J M O W XI 0 M M n ° CD CD o J L]. O. 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N C Z z I N VI 0 0=' a' e Mb C) z ZOW Z z V! O O= -4 0 -o n 1O `< O V TI • D z m Z D 0 N > C rr, c ° ij Nu.) �Z p m x z 1 5 A d r ; 2 N p (O.0 z 1" o p ^ co rG p m �Vl X Mc7i N o0 LAYOUT: Powell PATH: U:\PSO\Projects\Clients\1779-CIty01Renton\21a-1779-0a6 SWGroCyWayCurbRampRp1\99Svcs\CADD\DWG\ PLOTTED BY: hillyjen DATE: Wednesday,September 25,2019 11:44:013 AM 0 pa z5 z G 0 TO N z m XI CA G) 0 -< D. IP 0 Ali IJ F- m 176 2."v Sp io i y y r 0 0 0 o D < m cn n mom=_ q------\' Win; om .. ..9 tom lB 1 o .0 C v m s= rn M) I rD 0 o A sa C XI o NJ A 00r zr, CO to O r pg II M > 13 0 ID 0 E Z • srar,r O A 1I i P r tt\\ ' ea rn m z e m O y A m m '° z N O 'o m u,o o C mP 0 m D Cl) *0 0 *0 02 vZ X 0O �,33 m1-c A3 co 0 V m O~ D <D O- z -0z � 0 v Z IN NI z c Ocn x, 2 N N * TO X 0 m OX zp' r C 0 O A < O m_ N m J0J u N �° ° a !" 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VI O V) Z O v, 0 CC CO m m U1 Z f'"m m Z y O y z m LT, O O 13 D O ti Z C I D Z I <O W m Z N =N DC Z �'nA < f Z D - Z -� C) Z C1 rn O I O DNA O V/ m Z 0 F: C AI 0 0 p f7 m Z -I m Z A Al m f O m Z 0 O V O O-4 m D .Zml N Z O �7 m0 Z>O DOS A 0 �mO� �O D Z O V D f7 O C 1 C XI U, (7 v c) C c D V) -I M c 0 0 l7 S CC C O o V�i m Z m �� COA �� 0 2°00 , rnm y M Z y Z C '� O� f N r ; W COW O O 0 A v)m 0 C-a N F /' m z cni m O Z m CO y mMm G,m p * c*- mm _S / Z O Z O m O<m N Z 0 rn N D X O N W -0 D C v " -< -. -, m G. m mO D ZO- O CT O C V! Z Z N U, o O ti z O Z U, 0 -I m C z al O Z Z 0 2 -I C) O -o 0 y 0 `G `C 4 '1 • z -n Z D O D C " C G 10 CA 1 NZ Q m Z r..., '� r _ WO W z m Mx, 0 p O m(n ,< N O n W 8 LAYOUT: Raymond and Seneca PATH: U:\PSO\Projects\Clients\1779-Clty0fRenlun\214-1779-046 SWCradyWayCurbRompRpl\99Svcs\CADD\DWG\ PLOTTED BY. 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P ; �ti -♦ U C z co 0 0=I Y Z • O O Z j,)1 v1 A O 0 m C Z Ip fD O Z Z O= 2 O C) y C) s< O m Z O > C Fri Ac w N v m m Z 1 G z p _ w0 Z P v o fG p r m N oX <^ coF m A Z7 A a' LAYOUT: Lind PATH: U:\PSO\Projects\Clients\1779-CityOfRenton\214-1779-046 SWGradyWayCurbRampRpl\99Svcs\CADD\DWG\ PLOTTED BY: hillyjen DATE: Wednesday,September 25,2019 11:44:41 AM V O JD Xiz c o C) C) 0 0 O C X T co Z N m Tm Z /V 0 0 C� m I //C�� n X VI _ v Oy -< 3..0. v O om °; g a _ D 90 , mo Q Q° X ® O yo .,- ( r D r4- v m 0 Z x > z J,t,n a r= ,, < v - me9X mA con n /4' �O'� •o Z o D D NX D •qti 41, gx q s. 4 tm $D O1r� ♦O O (n X Cl) iloy o.•i0 O�'' i'�ti y O O y69 • fie ° r • n Tl 0 0n o O rmnA N =Xe ;D d ° rb O m 0 S ° m < y p r® D X `I r N 1n Z r Cy) 0 y m N yp r _ _ ® 0 q r_10 v�a0 _�— AO � + X X 0 m l/1m,, Om Z in o x v i°,poi~z n m; CO -n X) (' ` N m //w,.y �. om MO C ry N An �/ y •/1 ,TWj n mi r f7 0- T'] �O ; N Obi D nT 'II RI �`W] Qm allmmillimmi N Z C, GO m� •cO JS O.Od /ew to A r L• p v II D p U z NJ CA Nm -4 Do0y f m 3 = -1 D <m _m El_ Z Or m ; f�_ 1n AO X X n 0 kilt ° C O N D z in x _ A p m rC my V �� �� �C r X — N Z- 00 Z ;� OO < O E m A C Em a NZ 0 m O trA.�9 C) v 0 rN•I C -c 2 a o m o <o•rO O -N PPy 1 A C• W O N +O '�[° Z a v m-A-n O 0 I'n Z ' Z m Nm % ;0.4 X Z m o C xi Z � o m = p0 r0 m0 f © 4 n_C0� C) N tP0 Cl) �� A A N a 2 0.c,`!y O �_ c T '/) N C X m m y _ /M v, O !� Z N „ X cn= m Z m O tl 0110 4((v t ,oaf. 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