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Home My WebLink AboutCAG2019-427 - Change Order - #1 - Insituform Technologies, LLC - 2019 Sanitary Sewer CIPP Lining - 09/10/2019 Records Management KENT Document W A S H I N G T O N 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. Vendor Name : Insituform Technologies, LLC. Vendor Number: 2041590 JD Edwards Number Contract Number:--PW GA &-azO` 5' 1VA7 Project Name: 2019 Sanitary Sewer CIPP Lining Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment ❑ Contract ❑ Other: Contract Effective Date: 3/27/19 Termination Date: 70 wor�yng ays 0I 36 !f Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Thomas Leyrer Department: PW Engineering Contract Amount: $1,078,110.00 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): Change Order #1 AS of: 08/27/14 • KENT Wn5 Fib N GTG+ CHANGE ORDER NO. # 1 NAME OF CONTRACTOR: Insituform Technologies, LLC. ('Contractor") CONTRACT NAME & PROJECT NUMBER: 2019 Sanitary Sewer CIPP Lining/18-3012 ORIGINAL CONTRACT DATE: March 27, 2019 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: Remove and replace three existing sewer cleanouts to allow for the installation of CIPP liners. 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, $1,078,110.00 (including applicable alternates and WSST) Net Change by Previous Change Orders $0.00 (incl. applicable WSST) Current Contract Amount $1,078,110.00 (incl. Previous Change Orders) Current Change Order $27,440.00 Applicable WSST Tax on this Change $2,744.00 Order Revised Contract Sum $1,108,294.00 CHANGE ORDER - 1 OF 3 Original Time for Completion 70 working days (insert date) Revised Time for Completion under 70 working days prior Change Orders (insert date) Days Required (f) for this Change Order 0 calendar days Revised Time for Completion 70 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 below. CONTRACTOR: CITY OF KENT: By: By: L (signature) ( i nat e) Prin ame: J. hnp e-V ..0L knwr.&rs Print Name: Timot kJ. LaPorte, P.E. Its �M..40..e- Its Public Works Director Iq (title) t ' title) DATE: 9�3/+y DATE: l 04-2,e(f CHANGE ORDER - 2 OF 3 ATTEST: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent City Clerk Kent Law Department [In this field,you may enter the electronic filepath where the contract has been saved] CHANGE ORDER - 3 OF 3 • FILE NO: 200.2 KENT ne CHANGE ORDER WORKSHEET NO. 1 CONSTRUCTION ENGINEERING DIVISION — PUBLIC WORKS Project: 2019 Sanitary Sewer CIPP Lining Project No.: 18-3012 Project Engineer: Thomas Leyrer Fed-Aid No.: Capital Projects Paul Kuehne Contractor: Insituform Manager: Date: 8/20/2019 I. PROPOSED CHANGE Remove and replace three 3 existing sewer Cleanouts II. REASON AND BACKGROUND FOR CHANGE Removal is required to install CIPP liners per the contract documents as described in RFI 001 III. METHOD OF PAYMENT NEW PAY ITEM(S) Not Applicable Change Order No, - FOR ACCOUNTING USE ONLY BCH• ITEM DESCRIPTION TOTAL QTY UNIT UNIT PRICE TOTAL ESTIMATED NO. EST. THIS PE I COST OF ITEM QTY I Remove & Replace Cleanouts _ 1 1 _ LS 27,440.00 $27,440.00 _..__....._.._.._...__._.... .. —I-- I ® Independent Estimate Attached ® ! CREATE PAY ITEM ONLY— Payment to be made PAY THIS PAY ESTIMATE -REQUIRED at a later date upon completion of work __ _..___.___._.- .. ... _....__ ....... _ q ... - _......... Submittals Reauired — CC. Construction Coordinator New Sub Re rd. No DELETE EXISTING PAY ITEM(S) per 1-09.5 Not Applicable Change Order No. - FOR ACCOUNTING USE ONLY BCH. B.I. NO. ITEM DESCRIPTION QTY UNIT UNIT PRICE COST OF ITEM ............. ......_-.....................................i__._...._._._.._._.._..__..__.._._.._.-...................... ..._......._........_......._--i-..._........_....._.........}_.._.__..._._........__...... _._..........._............_.-....._.......... ._.......... ._ : t i .._................_...._......._ I i Independent Estimate Attached - REQUIRED I ❑ INCREASE/DECREASE TO EXISTING PAY ITEM(S) Not Applicable Change Order No. - FOR ACCOUNTING USE ONLY SCH. B.1. No. ITEM DESCRIPTION QTY UNIT UNIT PRICE COST OF ITEM No. : Independent Estimate Attached - REQUIRED 1 REV. DATE: 3/27/18 KE NT� FILE NO: 200.2 TOTAL ESTIMATED COST OF CHANGE ORDER * $27 400.00 *Total of the cost of Item Columns THIS PAY ESTIMATE $27 400.00 IV. WORKING DAYS Original Contract 70 Due This Change Order* 0 Previous Total ]Q . ... ... DATE. .....8 29 2019. ......... DATE: 8 29..2019 * Ex lanation Justification Re uired: TOTAL WORKING DAYS* 70 *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. Capital Projects Manager: h/�SV T/�/+/7� illy Date: Construction Engineering Date: 1 Zo-71 Supervisor: Construction Manager: Date: .2 2 REV. DATE:3/27/18 murraysmith Change Order 0015ummary Owner: City of Kent Owner's Contract No.: 18-3012 Contractor: Insituform Contractor's Project No.: Engineer: City of Kent Murraysmith's Project No.: 19-2483 Project: 2019 Sanitary Sewer CIPP Lining Approval of this change order is being sought to address expenses and credits that have arisen and are necessary to complete the referenced project.This change order includes the following Change Proposal Requests(CPRs)which are described as follows: CPR 003:This CPR addresses the removal and replacement of three (3) sewer cleanouts within the general extents of the project.The existing cleanouts are to be removed and disposed of by the contractor so that CIPP liners can be installed in the existing pipe, as described in RFI 001. Following installation of the CIPP liners, each of the cleanouts is to be replaced is accordance with Kent Standard Plan 4-7. Backfill and surface restoration are incidental to the cleanout replacement and shall be in accordance with Kent Standard Plan 6-65. Existing survey monuments, if disturbed, are to be replaced in accordance with Kent Standard Plan 6-72 and applicable local regulations. Cost of CPR 003: $27,400.00 Staff has participated and reviewed all changes proposed and recommends moving forward for approval in this change order. H:\EVT_Projects\19\2483-Kent 2019 Sanitary Sewer CIPP Lining\02.Change Orders\001 CO-Cleanouts\001 Change Order Summary.docx CITY OF KENT- 2019 SANITARY SEWER CIPP LINING CHANGE PROPOSAL REQUEST 003 - REMOVE AND REPLACE CLEANOUTS ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST Item Unit Price Quantity Unit Total Amount Mobilization $ 2,000 1 LS $ 2,000 Cleanout $ 1,500 3 EA $ 4,500 Survey& Replace Monument' $ 2,000 3 EA $ 6,000 Backfill' $ 70 120 TN $ 8,400 Asphalt Patch $ 150 34 SQ-YD $ 5,100 Subtotal $ 26,000 Tax (10%) $ 2,600 Total $ 28,600 llt is assumed that all monuments near cleanouts will be surveyed prior to work so that they can be accurately replaced if they are disturbed. Unit price is assumed to be the same as the bid price for CSTC The opinion of probable cost herein is based on our perception of recent conditions at the project location.This opinion reflects our professional opinion of costs at this time and is subject to change.Murraysmith has no control over variances in the cost of labor,materials,equipment;nor services provided by others,contractor's means and methods of executing the work or of determining prices,market conditions,practices or bidding strategies.Murraysmith cannot and does not warrant or guarantee that proposals,bids,or actual construction costs will not vary from the costs presented as shown. Murraysmith 19-2483 murraysmi#h CHANGE PROPOSAL REQUEST (Not a Change Order) CPR No.:003 CPR Date:07/03/2019 Murraysmith Job No.:19-2483 Owner Job No.:18-3012 Project Name: 2019 Sanitary Sewer CIPP Lining Owner:City of Kent Construction Manager: Murraysmith Contractor:I nsitufo rm Date Sent to Contractor:07/03/2019 Date Received from Contractor:8/6/2019 Initiated By: Engineer ❑ Owner m Contractor ❑ This CPR applies to or is related to the following: Drawing Sheets:S&6 of 9 Specification Section: N/A RFI No.: 001 Other: Attention: The following change in the contract on this project is proposed. Work shall not commence until authorized by the Owner. All work shall be performed in accordance with the terms,stipulations,and conditions of the original Contract Documents. The amount of this Change Proposal Request constitutes full compensation to the Contractor for all direct,indirect,delay impacts and all other cost and damages whether known or unknown,arising or relating to the subject matter of this Change Proposal request. The basic contract remains in full force and effect,except as modified by the Change Order. This CPR will: Decrease in Increase in Description Contract Price Contract Price •Remove a total of three(3)cleanouts as needed to complete CIPP lining,replace the cleanout per Kent Standard Plan 4-7, and restore per Kent Standard Plan 6-65.Monuments,if disturbed,shall be replaced by a licensed surveyor per Kent Standard Plan 6-72.Copies of standard plans are attached. • Cost estimate is to be provided at a unit price per each cleanout for all work to excavate,remove,dispose,and replace the cleanout and to backfill and restore the area and shall include full compensation for all associated labor,equipment, $27,440 plus tax of 2,744 and materials. for a total of$30,184 Contract Time Estimated Change in Contract Times: Substantial Completion Increase/Decrease 0 Days Final Completion Increase/Decrease 0 Days Recommendation Accept Not to Accept (Engineer) Date Owner Action Accepted Not Accepted �D(9 (Owner's Representative) �/D to Contractor Action Accepted Not Accepted y j .j (Contractor) Date H:IEVT_Prgimis\19\2483-Kan 2019 Sanitary Sma CIPP Lining102.1 Changc Proposal Rcqumtst003-CPR_C1=outs0D3_Che,tgc Proposal Rcqumt Clcanouts.do" Change Order Request Kent,WA-2019 Sanitary Sewer CIPP Lining Project: Project Number: 18-3012 Additional Working Days Required EA: - Change Order#03 Request Description: Dig& Replace Clean Outs(Revised)With ASE Job No. 202290 Date: 8/6/2019 Description JUM Quantity Rate Amount Laser Cleanouts: ILS 1 1 20000.00 $20,000.00 Includes:demolition,shoring,protection,replacement, and surface restoration $0.00 $0.00 ASE Survey Reference Existing Monuments (Only) EA 3 1500.00 $4,500.00 $24,500.00 ITL Materials Description UM Quantity Rate Amount day $0.00 day $0.00 Material Total J $ - LABOR Description UNIT Quantity Price Amount HR $0.00 HR $0.00 HR $0.00 HR $0.00 HR 1 1 $0.00 EQ ITL EQUIP HR $0.00 HR $0.00 HR $0.00 HR $0.00 HR $0.00 day $0.00 Percent $0.00 Labor Subtotal $0.00 EQ Subtotal $0.00 EQUIPMENT, LABOR, MATERIALS -TOTAL Cost Subtotal $24,500.00 MARKUPS Per WSDOT 1-09.6 Force Account Percent Labor 29% $0.00 Materials 21% $0.00 EQ 21% $0.00 Sub-Varies Per Standard Spec 1-09.6(6d) 12% $2,940.00 SUBTOTAL Mark Up $2,940.00 Subtotal Cost $24,500.00 SUBTOTAL $27,440.00 State Sales Tax 10.0% $2,744.00 TOTAL AMOUNT $30,184.00 o� 0 0 aHi ew° > s� � o � a w � "= N a o - rzv ch _ is viarz s W z. �_ ti,ejN s S � s = a Z m S Y Y y C'm N 41 O N - U N a U Zi Q�. TI/ w i R mI N S i a x - S ld H109Z m G _ . x ; I �z ld 15LSZ S S- R*6 6142 Ll E pw—S f C—BI Coo E C-6l,ha o \ S m � Z Z kA \ m ` � ZM s �� 5 aQ 9 Is 4wabz s s f a 6 5 W �S ss s a — O�—ss }1 x N cz .1>z x> >c> qyp L W_ of '� �> Q O � J rn T ' S \y' 0 Z S W S � U Li u N Y ;o T Y C vac LJ _ o0 N � 1 r: w W= N .8 - s� I M IR- I I 0 x �M a eD I N 0S a) LS 1S lSZ s s� z iz xz Id SLSISz ss= i M B1.6 6-Ll L •p SNYId a3x35�NINI�3d 3SNVid M10 a ww,�r•a5 pue uuo)6 tlOf-Bl pro Ll0[-BI !s0 15" 10" v d v d d a ° ° CEMENT CONC. a ° CLASS 3000 ° 3/4"SQUARES SPACED 3/4"AS o SEWER—CO INDICATED-HT. 1/8" 10" N d ° 1/8"RAISE- 1/2" WIDE BORDER 9" a 1 v v ° n e p 2 2'-0" a 10" Gda eel s. 9" 7 3/4" 7 3/4" 8 3/4" co ,'/'f r, Ln 8"PVC PIPE 6"PVC T (FOR SLEEVE) THREADED FIBER JOINT PACKING PLUG (OPTIONAL) 7" a0 7 3/4" '^ 8 7/8" N o — F wa 15" 6"-450 ELL aV) (BELL X SPIGOT) a Z) CAST IRON RING&COVER of CLEANOUT RING&COVER \ ,¢ u 6"WYE WATER TIGHT PLUG 6"SIDE SEWER SEE STANDARD PLAN 4-8 SLOPE j z z z NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT J BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY uj SQSEP� THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON 1 7 m o l FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON �� of WAS& c� REQUEST. NOTES: ,�� ` co 0r CITY OF KENT 7- N ENGINEERING DEPARTMENT 1. CAST IRON TO CONFORM TO A.S.T.M. — -3 A48-56 CLASS 30. 1 KENT 6" CLEANOUT O p 21493 O W•a"i""Tn" 2. COVER SHALL BE OLYMPIC FOUNDRY M �0/` F�ISTER� �� .(` �� DESIGNED DMW SCALE NONE STANDARD PLAN 1007 OR EQUIVALENT MARKED t S��NA� �� DRAWN Beff "SEWER-CO"OR"CO". CHECKED DATE A—7 o�c�e �F APPROVED September 200,% m w z CQ V) w Z Ln O w U ][ V) V) w � r'i Q H U OZQ3 OUcev OZ Mpi =wQ W � d Q �din a+ Ho 9 V) z wLU aZD d 0 w Qofw F N p U 0E) N Lu d C) z0 ZN NM z0 O' V)n � O z o Lary 3 ¢ 0 a H- � ZMN � ry V rw Q - � MLn QS O � O z 0 1 Ln W f U V 3 M M Z J N Z w O (D U W Kv UO f- W a 0w3 aN w0 mli Q . w � Ln QQ uju w 0r- ce 00 Q x0 > w z LnU m .. p n 491,I O (n V7 0 W (n V) W w 0 L' li J o Z 111- W 3 J QN d J J U) J N m Zt�-'� O v Q ~ O O Q' 1I—I U � 0 Q J_ J 0 J w lL O J z w w Lou =O II—III= LuaQL, << � a Y0 � � = W (n ¢ m � m 11=1 0 II=III= _� zZ aow L3 N 'mz avi U Q Q coJ W o-Z. H 0 J En0- W Q'f wa d X Lu a "z O Q a u 0 L oa W o Z oQ z � (n 11 ~ w Y cezc Q u W e '" f 11= v -�u � zaof - a UceU g u n � oo QO UQ QQcn Hdlf1 x0 o w w IIIIII En 0 — � N M V V1 %D III=111� IM 111E � III- Q I I I� —I 1=1 I I—I i-1 —III— I ILu I� g 3 � I111 0 II� z Lu OO U _ _ — 0 3 Lu > E' M l Ill j O w o _ III z a 1111�ZI I�IL—IILIIIJILII�III�IL Ln IIIII w I IHIr III Ili Z I I I � II77-7� N M III= N IIIIII Q III _ 2: U, i�' V) o U U SOSE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT J o o WASH� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE E c ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. U !-�-3 CITY OF KENT f (Z7 ENGINEERING DEPARTMENT uj ��O �F 21493 � � FLEXIBLE PAVEMENT PATCHING w STF W KE.........NT LONGITUDINAL CUT Z Ln FS��NAL EN�'\� DESIGNED DWH I STANDARD PLAN DRAWN 88 SCALE NONE CHECKED DATE C_C C v�Vn V V J APPROVED September 2009 2"BRASS DISC PLAN OF COVER FINISHED GRADE (PAVEMENT) 10 1/2"DIA. (BOTH SIDES) o v M 9 1/4"DIA.COVER 3/8" Ln ; 1" 1/2" MONUMENT DETAIL •• 3/4 8"DIA. . a •q d_. �1"MIN. OR 6"MAX. id nl a - a p • a. co , 5 3/4"R f d �.a �•. e•' ;. q a 4 CONCRETE CLASS 3000 BASE 10"R. 6" NOTES: MONUMENT 1. MONUMENT,MONUMENT CASE AND SECTION COVER-OLYMPIC FOUNDRY WSDOT 8"x 9",PART NO. 1015 OR PRE-APPORVED EQUAL. 2. MONUMENT POST-FOG-TITE MONUMENT POST,OR PRE-APPROVED EQUAL. �OSE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 3. THE CASTINGS SHALL BE GRAY IRON �� of WAS& �� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE m\ ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CASTINGS,ASTM DESIGNATION A-48, v O CLASS 40.THE COVER AND SEAT SHALL i O THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. � � BE MACHINED SO AS TO HAVE PERFECT -3 CITY OF KENT CONTACT AROUND THE ENTIRE ENGINEERING DEPARTMENT CIRCUMFERENCE AND FULL WIDTH OF o 21493 BEARING SURFACE. �Oc �FSISTER �� KENT STANDARD MONUMENT. 4. WHEN THE MONUMENT, MONUMENT CASE Fs�ONAL ENG�� ,N••"'"°'°• MONUMENT CASE AND COVER AND COVER ARE PLACED IN CEMENT DESIGNED DWH DRAWN BB SCALE NONE STANDARD PLAN CONCRETE PAVEMENT THE CONCRETE CHECKED DATE - 6_�r) BASE WILL NOT BE NECESSARY. APPROVED EWNM V LL September Mumma )i� REQUEST FOR INFORMATION (RFI) RFI No.: 001 RFI Date: 5-16-19 Murraysmith Job No.: 19-2483 Owner Job No.: 18-3012 Project Name: Kent 2019 Sanitary Sewer CIPP Owner: City of Kent Contractor: I ns ituform Subject: Replace Cleanouts with Manholes Opportunity Spec Sections/Drawing Nos.: Sheet 5&9 Information Request: Excavation of the 3 cleanouts is necessary to install the CIPP liner due to access.This presents an opportunity to receive a quote for the city to install manholes in its place. This would provide an upstream access point for camera insertion for maintenance, while increasing crew safety when installing the liner vs. working from a shores access pit. Potential Cost Impact? YES X NO ❑ UNKNOWN ❑ Potential Schedule Impact? YES ❑ NO X UNKNOWN ❑ Date Reply Requested By: Requested By: a4�4Date: 5-16-19 Response: Excavate and remove the existing cleanouts as needed to install the CIPP liner. Replace the cleanouts per City Standard Plan 4-7, attached. Response By: Date: 64'-1/Zola 2019 SanBary Sewer CIPP 19-2483 From: Vincent,Jens<JVincent@kentwa.gov> Sent: Thursday,August 8, 2019 6:05 AM To: Jeff Moss; Leyrer,Thomas; Kuehne, Paul Cc: Connor, Eric; Madfai, Mark Subject: RE: [EXTERNAL]FW: Kent: Revised Cleanout Pricing Please proceed. Jens Vincent,Storm Drainage/Sewer Manager Utilities Section I Public Works Department 220 Fourth Avenue South, Kent,WA 98032 Phone 253-856-5631 1 Cell 253-740-2885 JVincent@KentWA.gov CITY OF KENT,WASHINGTON KentWA.gov Facebook Twitter YouTube PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL From:Jeff Moss[mailto:Jeff.Moss@murraysmith.us] Sent:Wednesday,August 07, 2019 8:23 AM To: Leyrer,Thomas<TLeyrer@kentwa.gov>; Kuehne, Paul<PKuehne@kentwa.gov>;Vincent,Jens <JVincent@kentwa.gov> Cc:Connor, Eric<EConnor@kentwa.gov>; Madfai, Mark<MMadfai@kentwa.gov> Subject: RE: [EXTERNAL]FW: Kent: Revised Cleanout Pricing EXTERNAL EMAIL Thank you Thomas. Jens, are you in agreement also?We will proceed with the change at noon unless you direct otherwise. Thank you, -Jeff Jeff Moss Engineering Designer 520 Pike Street, Suite 1350, Seattle, WA 98101 P 206.462.7030 Murraysmith I www.murraysmith.us From: Leyrer,Thomas<TLeyrer@kentwa.gov> Sent:Tuesday,August 6, 2019 4:26 PM To: Kuehne, Paul<PKuehne@kentwa.gov>;Vincent,Jens<JVincent@kentwa.gov> Cc: Connor, Eric<EConnor@kentwa.gov>; Madfai, Mark<MMadfai@kentwa.gov>;Jeff Moss <Jeff.Moss@ murraysmith.us> Subject: RE: [EXTERNAL]FW: Kent: Revised Cleanout Pricing Yes. Thank you, Thomas From: Kuehne, Paul<PKuehne@kentwa.gov> Sent:Tuesday,August 6, 2019 3:53 PM To:Vincent,Jens<JVincent@kentwa.gov>; Leyrer,Thomas<TLeyrer@kentwa.gov> Cc: Connor, Eric<EConnor@kentwa.gov>; Madfai, Mark<MMadfai@kentwa.gov>; 'Jeff Moss' <Jeff.Moss@murraysmith.us> Subject: FW: [EXTERNAL]FW: Kent: Revised Cleanout Pricing Hello Jens and Thomas, Shall the Contractor install three cleanouts ($10K each total $30K) to enable lining the last three sections approximately 300' total to complete work in the Linda Heights neighborhood ? The cleanouts need to be completed next week to closeout work in the neighborhood the following week. Paul Kuehne, construction Engineering Supervisor Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-SS6-5543 I Cell 253-740-5015 PKuehne@KentWA.gov CITY OF KENT,WASHINGTON From: Mike Morris [mailto:mmorris@aegion.com] Sent:Tuesday,August 06, 2019 12:58 PM To:Jeff Moss<Jeff.Moss@murraysmith.us> Cc:Jeff Kreshel<Jeff.Kreshel@murraysmith.us>; Nathan Bemis<Nathan.Bemis@murraysmith.us>;Andy Thompson <athompson@aegion.com>; Kuehne, Paul <PKuehne@kentwa.gov> Subject: RE: [EXTERNAL]FW: Kent: Revised Cleanout Pricing EXTERNAL EMAIL Jeff, If it helps, here is a version with ASE recording the monuments.This shows your before and with tax calculations. Sincerely, Mike Morris I Project Manager- Pacific I Insituform Technologies, LLC 19165 SW 1191h Ave I Tualatin, OR 97062 Ph: 503.486.62741 Cell:971-645-9779 1 Fax: 503-395-1023 www.Aegion.com mmorris@aegion.com FA Qk�&Ufblnr. REGION Stronger.Safer. Infrastructure: Aegion is the parent company of Aegion Coating Services, AIISafe Services,The Bayou Companies, Brinderson, Corrpro, Fibrwrap Construction, Fyfe Co., Insituform, MTC, Schultz, Underground Solutions and United Pipeline Systems Aegion Disclaimer This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute,retain,or copy this e-mail or any attachments.If you have received this email in error please delete and notify the sender. Aegion From:Jeff Moss<Jeff.Moss@murraysmith.us> Sent:Tuesday,August 06, 2019 11:55 AM To: Kuehne, Paul<PKuehne@kentwa.gov> Cc:Jeff Kreshel<Jeff.Kreshel@murraysmith.us>; Nathan Bemis<Nathan.Bemis@murraysmith.us>; Mike Morris<mmorris@aegion.com>;Andy Thompson<athompson@aegion.com> Subject: [EXTERNAL]FW: Kent: Revised Cleanout Pricing Hello Paul, Please see the revised pricing for cleanout replacement attached. Note that I mis-remembered the cost of the monument survey when we spoke yesterday, it is$1500 each, not$1500 for all three, so the total cost is$27,440 with markup but before tax. Please confirm if the proposal is acceptable as soon as possible since Insituform needs to proceed immediately to avoid impact to the schedule. Let me know if you have any questions, -Jeff Jeff Moss Engineering Designer 520 Pike Street, Suite 1350, Seattle, WA 98101 P 206.462.7030 Murraysmith I www.murraysmith.us From: Mike Morris<mmorris@aegion.com> Sent:Tuesday,August 6, 2019 11:31 AM To:Jeff Moss<Jeff.Moss@murraysmith.us> Cc: Andy Thompson<athompson@aegion.com> Subject: Kent: Revised Cleanout Pricing Jeff, Please find our understanding regarding digging the Cleanouts and the preferred option given the fixed costs already incurred. • Revised Worksheet attached. Between Laser and ITL, we will cover the other$40k • The Survey costs are in addition and presented previously under a separate Worksheet Request. • Work is schedule to begin late this week so time is of the essence. Please confirm acceptance ASAP with Contract change order paperwork to follow. Any questions, please advise immediately as we are proceeding forward as discussed. Sincerely, Mike Morris I Project Manager- Pacific I Insituform Technologies, LLC 19165 SW 1191h Ave I Tualatin, OR 97062 Ph:503.486.62741 Cell:971-645-9779 1 Fax: 503-395-1023 www.Aegion.com mmorris@aegion.com PFA IAEGION' • Stronger,Safer.Infrastructure: Aegion is the parent company of Aegion Coating Services, AIISafe Services,The Bayou Companies, Brinderson, Corrpro, Fibrwrap Construction, Fyfe Co., Insituform, MTC,Schultz, Underground Solutions and United Pipeline Systems Aegion Disclaimer This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute,retain,or copy this e-mail or any attachments.If you have received this email in error please delete and notify the sender. Aegion Aegion Disclaimer This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute,retain,or copy this e-mail or any attachments.If you have received this email in error please delete and notify the sender. At Aegion,we care about your privacy and have taken appropriate measures to ensure that the data you have provided to us is secure.To learn more about how we comply with privacy laws and,as a result,care for the security and privacy of personal data we collect from you,visit this page to view our privacy policies and notices. Aeizion murray General Daily Progress Report Kent 2019 Sanitary Sewer CIPP Lining-Access Road Work Project Name(Section) Contract No. City of Kent 19-2483 Location(alignment,station,roadway,bridge no.) Murraysmith Project No. Laser(subcontractor) Larry Peters Supervisor Present? ❑■ Yes ❑ No Contractor/Subcontractor On-Site Supervisor Clear Fair Cloudy Shower Rain Snow The first four columns are fixed and cannot be changed.In each of the remaining columns,please enter a heading 0 0 ❑ ❑ ❑ ❑ specific to your job(e.g.,Trainees,Backhoe,Flaggers)and record the numbers used by each contractor or sub. TEMP 10-32 32-50 50-70 70-83 Over83 ❑ ❑ ❑ 0 ❑ WIND still Low Med High ❑ 0 ❑ ❑ HUMIDITY Dry Low Med High " ❑ 0 ❑ ❑ " o 0 6 0 n a a v o n O H o Larry Peters 7.5 X Erik Johnson 7.5 X Eddy Partida 7.5 IX:: Dan Tuff 7.5 XBret Lane 1.0 ;Location and/or Description of Work Estimated Quantities Bid item No. Clean Out K37(S 251st St) Excavated and Removed Clean out Clean Out K49(S.248th PI.) Started the Excavation and Removal of Clean out7 ■ All traffic control items have been inspected and found to be satisfactory ❑Yes �■ No(if no,explain below) No traffic control plans for clean out excavation and removal was submitted. Implemented traffic control included Road Work Ahead signs and traffic cones around equipment. xMEM (1) 14cy Mach Dump Truck, (1) 85G Excavator, (1) equipment trailer, (1) F250 truck, (1) F350 truck. ■ None installed Nathan Bemis Prepared by Project Inspector Project Inspector Signature Prepared by Project Manager Project Manager Signature DaV Q Sunday Q Monday Q Tuesday O Wednesday Q Thursday O Friday Q Saturday 08/12/2019 Shift Work Date 1 murraysmi h ■ Cold patch mix ■ None ■ Include condition of roadway;important discussions with contractors regarding rejected work or materials and reasons;delays,difficulties,accidents,utility damage and other unusual conditions and events;arrivals and departures of major equipment,visitors. LASER General Notes: - Work started at 8:45am and completed at 4:15pm. - Work involved excavating and removing clean out K38 and started the excavation and removal of clean out K49 required to support lining of the associated sewer mains. - Spoke with Laser about removing the hog fuel located in the park early this week. Nathan Bemis Prepared by Project Inspector Project Inspector Signature Prepared by Project Manager Project Manager Signature Day O Sunday (# Monday Q Tuesday O Wednesday Q Thursday O Friday Q Saturday 08/12/2019 Shift Work Date 2 Al lop— murraysmfth General Daily Progress Report ion." Kent 2019 Sanitary Sewer CIPP Lining-Access Road Work Project Name(Section) Contract No. City of Kent 19-2483 Location(alignment,station,roadway,bridge no.) Murraysmith Project No. Laser(subcontractor) Larry Peters Supervisor Present? ❑■ Yes ❑ No Contractor/Subcontractor On-Site Supervisor Clear Fair Cloudy Shower Rain snow The first four columns are fixed and cannot be changed.In each of the remaining columns,please enter a heading Q ❑ ❑ ❑ ❑ ❑ specific to your job(e.g.,Trainees,Backhoe,Flaggers)and record the numbers used by each contractor or sub. TEMP 10-32 32-50 50-70 70-83 Over83 ❑ ❑ ❑ 0 ❑ WIND Still Low Med High ❑ 0 ❑ ❑ HUMIDITY Dry Low Med High ❑ El ❑ ❑ "o n A ° E o. m u a a Q O Larry Peters 9.75 X Erik Johnson 9.75 X Eddy Partida 9.75 X Dan Tuff 9.75 X Bret Lane 9.75 X Location and/or Description of Work Estimated Quantities Bid Item No. m w Total Clean Out K49(S.248th PI.) Completed Excavation and Removal of Cleanout Clean Out at the End of 249th PI.S. Excavated and Removed Cleanout to(s) �■ Yes ;r All traffic control items have been inspected and found to be satisfactory ❑ Yes 0 No(if no,explain below) No traffic control plans for clean out excavation and removal was submitted. Implemented traffic control included Road Work Ahead and Steel Plate On Roadway signs as well as traffic cones around equipment. Equipment Photo(s) E Yes No (1) 14cy Mach Dump Truck, (1) 85G Excavator, (1) 35ft equipment trailer, (1) generator (1) F450 Truck (1) F350 Truck. Erosion Control Monitoring(slope stability,drainage,turbidity,permits,etc.) Photo(s) ■ None installed Nathan Bemis Prepared by Project Inspector Project Inspector Signature Prepared by Project Manager Project Manager Signature DaV O Sunday O Monday # Tuesday O Wednesday O Thursday O Friday O Saturday 08/13/2019 Shirt Work Date 1 murraysmiPth ■ Cold patch mix ■ None ■ Include condition of roadway;important discussions with contractors regarding rejected work or materials and reasons;delays,difficulties,accidents,utility damage and other unusual conditions and events;arrivals and departures of major equipment,visitors. LASER General Notes: - Work started at 7:00am and completed at 4:45pm. - Work involved completing the excavation and removal of cleanout K49 started yesterday (8/12) and excavation and removal of cleanout at the end of 249th Pl. S. required to support lining of the associated sewer mains. - 9:45 spoke by phone with Laser (Brent Lane), where he requested a representative from the City Parks to dept. meet at Linda Heights Park to discuss the removal of hog fuel and restoration of the park access. I set up a meeting with Scott Swanson for 8/14 at 7am. Items also discussed involved: (1) Laser providing a new cleanout base cover and covers, (2) cleanout backfill will be 5/8inch recycled material, (3) the cleanout concrete collar will match existing grade per city std. detail, (4) process for billing hog fuel, I directed Brent to speak with Insituform (Mike Morris). - Per email from Insituform (Mike Morris) P&D Logging will be on site tomorrow (8/14) to remove the two identified trees along the access road. Nathan Bemis Prepared by Project Inspector Project Inspector Signature Prepared by Project Manager Project Manager Signature Day y 0 Monday 08/13/2019 Q y QQ Tuesday Q Wednesday � Thursday � Friday � Saturday Shift Work Date 2 mirrrraysmith General Daily Progress Report Kent 2019 Sanitary Sewer CIPP Lining-Cleanout Work Project Name(Section) Contract No. City of Kent 19-2483 Location(alignment,station,roadway,bridge no.) Murraysmith Project No. Laser(subcontractor) Erik Johnson Supervisor Present? ❑■ Yes No Contractor/Subcontractor On-Site Supervisor Number of Personnel and Major, nt Clear Fair Cloudy Shower Rain Snow The first four columns are fixed and cannot be changed.In each of the remaining columns,please enter a heading E Q ❑ ❑ ❑ ❑ specific to yourjob(e.g.,Trainees,Backhoe,Flaggers)and record the numbers used by each contractor or sub. TEMP '�z sz❑-so so❑-�o 7�s was El WIND Still Low Med High ❑ 0 ❑ ❑ HUMIDITY Dry Low Med High H ❑ E ❑ ❑ a s v o a n a n O IE a -0 Larry Peters 9.5 X Erik Johnson 9.5 X Eddy Partida 9.5 X Dan Tuff 9.5 X Andy Baias 9.5 1 1 X Location and/or Description of Work Estimated Quantities Bid Item No. This Date sa Cleanout K37(S.251st St.) Backfilled,Compacted and Formed Concrete Collar Cleanout K49(S.248th Pl.) Backfilled and Compacted Cleanout Cleanout at the End of 249th PI.S. Secured area for Insitufonn work Temporary Traffic Control Photo(s) Yes No All traffic control items have been inspected and found to be satisfactory ❑ Yes LE] No(if no,explain below) No traffic control plans for clean out excavation and removal was submitted. Implemented traffic control included Road Work Ahead and Steel Plate On Roadway signs as well as traffic cones around equipment. x (1) 14cy Mach Dump Truck, (1) 85G Excavator, (1) 35ft equipment trailer, (1) F450 Truck (1) F350 Truck. (1) 310SK Deere front end loader with attached hoe pack compactor, (1) tow behind water trailer. Photq(s) Yes-, �■ No None installed Nathan Bemis Prepared by Project Inspector Project Inspector Signature Prepared by Project Manager Project Manager Signature DaV O Sunday O Monday Q Tuesday # Wednesday O Thursday Q Friday Q Saturday 08/14/2019 Shift Work Date 1 marraysmith ■ 44.06 tons (14.99+14.66+14.41) of 3/4th backfill [Renton Concrete Recyclers - Load Ticket: 22060] Quickrete high strength concrete mix (4000 psi) ■ None ■ Include condition of roadway;important discussions with contractors regarding rejected work or materials and reasons;delays,difficulties,accidents,utility damage and other unusual conditions and events;arrivals and departures of major equipment,visitors. LASER General Notes: - Work started at 7:00am and completed at 4:30pm. - Work involved backfilling, compacting and forming concrete collars for cleanouts K37 and K49. - Backfill was placed in 1-2 ft lifts and compacted with the hoe-pack. Where the hoe-pack was unable to be used, a jumping jack and 6-12 inch lifts were used. -After requests from contractor to consider alternative cleanout collar shape, MS approved a round concrete collar vs square. The alternative was discussed and approved by the City. - Meeting at Linda Heights Park was rescheduled from 7:00am to 10:00am. Attended by Erik Johnson (Laser), Scott Swanson (City of Kent- Parks Dept.) and myself. The goal was to ensure Laser knew how the City wanted the park restored. Below are the items requested by the city to restore the park to preconstruction condition: •All the hog fuel needs to be removed. • Any soil and sod that has been disturbed needs to be leveled. • 2-3 inches of top soil (per spec) needs to be placed along the impacted area. • Grass seed (per spec) needs to be spread along impacted area and incorporated into the top soil. •After restoration has been completed, the irrigation system will be tested and any damage will need to be repaired. Nathan Bemis Prepared by Project Inspector Project Inspector Signature Prepared by Project Manager Project Manager Signature Day O Sunday O Monday Q Tuesday Q Wednesday O Thursday Q Friday Q Saturday 08/14/2019 Shift Work Date 2 mivrraysm9h General Daily Progress Report Kent 2019 Sanitary Sewer CIPP Lining-Cleanout Work Project Name(Section) Contract No. City of Kent 19-2483 Location(alignment,station,roadway,bridge no.) Murraysmith Project No. Laser(subcontractor) Erik Johnson Supervisor Present? ❑■ Yes No Contractor/Subcontractor On-Site Supervisor Number of Personnel and Major Equipment Clear Fair Cloudy Shower Rain Snow The first four columns are fixed and cannot be changed.In each of the remaining columns,please enter a heading 0 0 ❑ ❑ ❑ ❑ specific to yourjob(e.g.,Trainees,Backhoe,Flaggers)and record the numbers used by each contractor or sub. TEMP 10❑-32 32❑-SO so❑ao 70❑-83 w�a3 WIND Still Low Med High ❑ El ❑ ❑ HUMIDITY Dry Low Med High ❑ 0 ❑ ❑ o t2 > 0 '0 w a+ Y O J O- 2 q N O H J Larry Peters 9.75 X Erik Johnson 9.75 X Eddy Partida 9.75 X Dan Tuff 9.75 X Andy Baias 19.75 X Location and/or Description of Work - e` Mari it�es Bid Item No. Total Cleanout K37(S.251st St.) Asphalt Cut,Placed Rock and Asphalt Cleanout K49(S.248th PI.) Asphalt Cut,Placed Rock and Asphalt Cleanout at the End of 249th PI.S. Asphalt Cut,Placed Rock and Asphalt Temporary Traffic Control Photo(s) ■ Yes No All traffic control items have been inspected and found to be satisfactory ❑ Yes No(if no,explain below) No traffic control plans for clean out excavation and removal was submitted. Implemented traffic control included Road Work Ahead and Steel Plate On Roadway signs as well as traffic cones around equipment. Equipment Photo(s) ❑Yes ❑ No (1) 14cy Mach Dump Truck, (1) 85G Excavator, (1) 35ft equipment trailer, (1) F450 Truck (1) F350 Truck. (1) 310SK Deere front end loader with attached hoe pack compactor, (1) tow behind water trailer. (1) Bomag BW 900-50 Roller ■ No None installed Nathan Bemis Prepared by Project Inspector Project Inspector Signature Prepared by Project Manager Project Manager Signature DaV O Sunday Q Monday Q Tuesday O Wednesday Q Thursday O Friday O Saturday 08/15/2019 Shift Work Date 1 murraysmil~h ■ 30.04 tons (15.27+14.77) of 3/4th backfill [Renton Concrete Recyclers - Load Ticket: 22098] 8.61 tons of 1/2" PH 58H-22 HMA [Icon Materials - Load Ticket 45409583] ■ None ■ Include condition of roadway;important discussions with contractors regarding rejected work or materials and reasons;delays,difficulties,accidents,utility damage and other unusual conditions and events;arrivals and departures of major equipment,visitors. LASER General Notes: - Work started at 7.00am and completed at 4:45pm. - Work involved cutting existing asphalt around the repair, placing and compacting backfill, and placing asphalt. - Backfill was placed in 1-2 ft lifts and compacted with the hoe-pack. Where the hoe-pack was unable to be used, a jumping jack and 6-12 inch lifts were used. - Asphalt was compacted and leveled using a combination of a walk behind whacker and driven roller. - Measurement and temp. of 6inch asphalt patches: • Cleanout K49: 6'-4" x 11'-5". Temp: 1st lift (273 & 274) 2nd lift (286) • Cleanout K37: 6'-6" x 7'-10". Temp: 1 st lift (247 & 286) 2nd lift (255 & 261) • Cleanout at the end of 249th PI. S.: 6'-6" x 10'-4". Temp: unable to record temperature due to other site observations. This asphalt was placed after K49 and before K37. Nathan Bemis Prepared by Project Inspector Project Inspector Signature Prepared by Project Manager Project Manager Signature Day 0 Sunday 0 Monday 0 Tuesday 0 Wednesday Q Thursday 0 Friday 0 Saturday 08/15/2019 Shift Work Date 2 Kuehne, Paul From: Jeff Moss <Jeff.Moss@murraysmith.us> Sent: Tuesday, August 20, 2019 2:33 PM To: Kuehne, Paul Cc: Nathan Bemis; Jeff Kreshel Subject: RE: Change Order Worksheet Attachments: Change Order 1 Package - 2019 Sanitary Sewer CIPP Lining.pdf Paul, the Change Order 1 package is attached. The following components are included per our conversation: • Change Order Worksheet • Summary • Independent Estimate • Signed Change Proposal Form • Change proposal cost spreadsheet • Change proposal figures and referenced Standard Plans • RFI #1 • Email correspondence with direction to proceed with change proposal • Dailylogs related to cleanout excavation and replacement Please let me know if you have any questions, -Jeff Jeff Moss Engineering Designe 520 Pike Street, Suite 1350, Seattle, WA 98101 P 206.462.7030 Murraysmith I www.murraysmith.us From: Kuehne, Paul <PKuehne@kentwa.gov> Sent: Monday,August 12, 2019 2:22 PM To:Jeff Moss<Jeff.Moss@murraysmith.us> Subject: Change Order Worksheet Change Order Worksheet Paul Kuehne, Construction Engineering Supervisor Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-856-5543 1 Cell 253-740-5015 PKuehne@KentWA.gov CITY OF KENT, WASHINGTON 1