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HomeMy WebLinkAboutPW13-103 - Change Order - #23 - Goodfellow Bros., Inc. - SE 256th St Improvements - 08/15/2014 i ecr s M - ern e KENT =n.. WA9HINOTON 5 -75 Document 770 CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. i Vendor Name: Good Fellow Brothers, Inc. Vendor Number: JD Edwards Number Contract Number: PW13-103 This is assigned by City Clerk's Office Project Name: SE 256th Street Improvements Description: ❑ Interlocal Agreement M Change Order ❑ Amendment ❑ Contract ❑ Other: #23 Contract Effective Date: 06/6/2013 Termination Date: 12/31/2014 Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Phil McConnell Department: PW - ENGINEERING Detail: (i.e. address, location, parcel number, tax id, etc.): i I S:Public\RecordsManagement\Forms\ContractCover\adcc7832 ] 11/08 1GEN`L" CHANGE ORDER NO. #23 NAME OF CONTRACTOR: Goodfellow Brothers, Inc. ("Contractor") CONTRACT NAME & PROJECT NUMBER: SE 256th Street Improvements ORIGINAL CONTRACT DATE: June 6, 2013 This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: Pay item for concrete residential driveways. This is used in lieu of bid item 1140 "Cement Concrete Driveway, 8" Depth, reinforced" at residential locations. 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $5,208,988.60 (including applicable alternates and WSST) Net Change by Previous Change Orders $62,870.73 (incl. applicable WSST) Current Contract Amount $5,271,859.33 (incl. Previous Change Orders) Current Change Order $23,598.75 Applicable WSST Tax on this Change $0.00 Order Revised Contract Sum $5,295,458.08 i CHANGE ORDER - 1 OF 3 Original Time for Completion 300 working days (insert date) Revised Time for Completion under 304 working days prior Change Orders (insert date) Days Required (t) for this Change 0 calendar days Order Revised Time for Completion 304 working days (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written beI w. Z CONTRACTOR, CITY OF KENT: ram` jY1.,M By. By: (signature) r (signature) Print Name: Print lame: Timothy J LaPorte, P.E. Its Its Public Works Director title) (title) DATE: DATE: CHANGE ORDER - 2 OF 3 • FILE NO: 200.2 KETIT CHANGE ORDER WORKSHEET NO. 23 Construction Management Division - Public Works Project: SE 256tn Street Improvements Project No.: 09-3012C Project Engineer: Mark Madfai Fed-Aid No.: N/A Owners Rep: Phil McConnell Contractor: Goodfellow Brothers Date: Various I. PROPOSED CHANGE Pay item for Cement Concrete Residential Driveway II. REASON AND BACKGROUND FOR CHANGE I Bid item omitted from contract in error III. METHOD OF PAYMENT NEW PAY ITEM(S) Not Applicable Change Order No. - FOR ACCOUNTING USE ONLY Sch. No. Item Description Total Est. Qty this Unit Unit Price Total Estimated Cost of Qty PE Item _.._._ ------------ _._-----------.------- --------- ....... _------ ------— 1 Install 375 _26.7 _ SY $62.93 $23,598.75 -- ---- ` -_..._ --- - ___ ----- --- -- - --- -- ❑ Independent Estimate Attached ❑ CREATE PAY ITEM ONLY- Payment to be made I ® PAY THIS PAY ESTIMATE -REQUIRED I at a later date upon completion of work _ -— Ef Material Submittals Required - CC: Construction Coordinator New Sub Regrd? i No ' DELETE EXISTING PAY ITEM(S) per 1-09.5 ® Not Applicable Change Order No. I - FOR ACCOUNTING USE ONLY Sch No B I No Item Description I Qty Unit Unit Price Cost of Item _ _-. .._ f -- , Independent Estimate Attached - REQUIRED !, INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable Change Order No. - FOR ACCOUNTING USE ONLY Sch No B 1 No Item Description Qty Unit Unit Price Cost of Item --- -- _ --- -- ...- --- ---� ... --f ---- -- 9 -_I- -- -- } -- . __. __-- -- I -__ .-.-. -- _... ------- I ❑ Independent Estimate Attached - REQUIRED 1 REV. DATE: 4/01/10 • FILE NO: 200.2 KENT TOTAL ESTIMATED COST OF CHANGE ORDER * $23,598.75 *Total of the Cost of Item Columns THIS PAY ESTIMATE $16,833.78 IV. WORKING DAYS Original Contract j 300 Due This Change Order* 0 Previous Total 304 — — — DATE: - __-_ _. _._DATE ;._ L ______.__ ._,_. _....._ _ ._...._. - -- -- * Ex lanation Justification Re wired: No ban e to work uantitles created new a item TOTAL WORKING DAYS* 304 *This Change Order + Previous Total All work, materials and measurements to be in accordance with the Standard Specifications and Contract Special Provisions for the type of work described. Prepared By: �£` t,h v- Date: Phil MCConne L Construction Supervisor: Date: Paul Kuehne Construction Manager: Date: _ Final Approval I 2 REV, DATE: 4/01/10 GoopVoLOW Aaos. ln.0 ® -OODFELLOW BROS., INC. GENERAL CONTRACTOR cNryA'AAL COP1'iM1�AO�: June 24"2014 Phil McConnel .n€,.. City of Kent �r Public Works Engineering 400 West Gowe St. Kent, WA 98032 Re: SE 256r"St. Improvements Residential Driveways SY price Dear Phil, The price per SY to furnish and install residential driveways in lieu of commercial driveways at(7) locations comes to$62.93/SY. This proposal is based on an email from Phil McConnell on 6/23/14, This proposal Includes all items of work as Included in the original commercial driveways bid item;however,the attached detail will be used for construction in lieu of the commercial driveway detail. All other inclusions and exclusions are per the original contract unless otherwise stated. This proposal expires within(15)days if not accepted. Please let me know if you have any questions or need further clarification. Sincerely, GOODFELLOW BROS., INC. Adrian Marlow Project Manager 2659 K i ili Chan e Request: J Goodfellow Bros. Inc. s '� Additional Work Request Job Name: SE 2564h Soreat Improvements Job No: 2659 Item No : Date: 6/24/20141 Description of Work: Finish grade,form and pour 185 SY of residential driveways Work by Subcontractor? YES Prime Contractor: Goodfellow Brothers Sub-Contractor: Wilson ft" STRAIGHTTIME OVERTIME DOLLAR NAME CODE OCCUPATION Hrs I Hourly Rate Hrs I OT Rate AMOUNT Foreman 12- 63.01 $ 756.12 Operator 24 60,16 $ 1.443.84 Laborer 24 1 48,10 $ 1,154.40 $ SUBTOTAL-LABOR: $ 3,354.36 LABOR OVERHEAD&PROFIT®29% $ 972.76 LABOR TOTAL $ 4,327.12 'WUlfitdlEh)T�.,r EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR Equipment B Equipment Description Hrs Hourly Rate His Stendby Rate AMOUNT 5 ton roller 12 56.50 $ 678.00 ' Foreman Truck 12+' 19.18 $ 230.16 D4 Dozer 12 ' 48.00 $ 576.00 $ SUBTOTAL-EQUIPMENT $ 1,484,16 EQUIPMENT OVERHEAD&PROFrr rs 21% $ 311.67 EOUIPMENTTOTAL $ 1,795.83 Ft. 1ATERIAd1Hl3C4MTAGT.Qf4.,", „ P_. MATERIALS/SERVICES Quantity Units Unit Price DOLLAR AMOUNT Wilson Concrete 195 BY $ 26.64 $ 4,920.40 { $ SUBTOTAL $ OVERHEAD&PROFIT 9 21% $ - TOTAL $ 4,928.40 Authorization to proceed with additional work TOTAL: $ 6,122.95 12%MARKUP (for prime when subcontract work) $ 591.41 ' Contractors Representative Date SHEET TOTAL: $ 11,642.76 Owners Representative Date PRICE PER SY $ 62.93 Comments Adrian Marlow j From: Jeremy Wilson <Jeremy@wcciconcrete.com> Sent: Tuesday,June 24,2014 9:31 AM To: Adrian Marlow Subject: RE: Driveways Adrian—the price for 6° thick residential driveways Is$26.64 per SY, Let me know if there are any questions. Thanlm From: Adrian Marlow [mailto:AdrianMcagoodfeliowbro5,com] Sent: Tuesday, June 24, 2014 9:18 AM To: Jeremy Wilson; Craig Wilson Subject: FW; Driveways Please see attached. Can we get a price asap(we are grading these now). Thanks, AdriAn Xfar(OW I I Project Manager Maple Valley-Washington P.O.Box 1419,22035 SE Wax Rd till Maple Valley,Washington 98038 P (425)432-2202 j C(206)437-5757 F(425)432-1655 �p4iltAW IIApy,I,1 , C i e e Cie&AL CgMR���4 From: McConnell, Phillip mailta:PMcConneli(a kentwa.gov] Sent: Monday, June 23, 2014 11:46 AM To: Adrian Marlow Cc: Ryan Phelan; Madfai, Mark; Kuehne, Paul Subject: Driveways Adrian, Can I get a price, per square yard,to install residential driveways in lieu of reinforced commercial driveways at, +/- 19+25, 19+85, 28+50,31+25, 34+75, 37+30 and 38+30. 1 have attached the residential driveway detail. Phil McConnell, Owners Representative Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-356-5542 1 Cell 253-261-5655 mcconnell o I<entWA gov CITY OF KENdT, WASFlXNGTONd KentWA.gov Facebook s, youTube 1 f' S'OFwgCkMOr , ow1%6 a N r�9a�grc © dOM ON �ry s- P� I M jN4 rW',l A °�RFcy�o°F N �Mns ✓�4 P' S✓ ()}Al Po'Q 6+ �PfN P nrjCkORi[,FIYgY � j �Rp�R w z 7 a B' S' S' �� VARIES .. 1% �—' 1 bu 24'n MAX. 1/2°nP. -�� --- G'T ?CRUSHED SURFACING TOP COURSE.4"MIN,DEP H EXPANSION JOINT WITH Ye"THICK li EXPANSION MATERIAL SECTION A-A NOTES: i O EXPANSION)DINTS SHALL BE PLACED S. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. AT IS'MAXIMUM SPACING. ELASTOMEMC JOIN'MATERIAL SHALL ®DRIVEWAYS SHALL BE PAVED FROM THE BACK OF THE BE IN CONFORMANCE TO WSDOT SIDEWALK TO THE GARAGE OR 40'BEHIND THE STANDARD SPECIFICATION 9-04,1(4) RIGHT-OF-WAY LINE,WHICHEVER IS LESS, 2, SEE STANDARD PLAN 6-48 FOR ,QSFiP�DRIVEWAY SLOPES. s NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT L.q AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE 3. THE DRIVEWAY APPROACH WIDTH, ����4.DF W Ny/Mcr W ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT AND DRIVEWAY WIDTH ARE THE CITY OF KENT,A COPY MAY BE OBTAINED UPON aeQUfsT. DETERMINED BY THE DESIGN VEHICLE "G TURNING MANUEVERS.SEE SECTION N CRkaTNeERig6o ocp aHrT 6.6,Q. A�c� qFdiET6Rk �11� KKIF -r RESIDENTIAL CEMENT CONCRETE 4�. MAXIMUM DRIVEWAY SLOPE IS 12%. F �NAL F-�GX a• �.••+•. DRIVEWAY APPROACH DRAMIED g�,,yE NONE STANOfAO PVN oMwu CHE(%M 6®42 MPRO D