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CO 19
CAC-12-021 CO #19-14 CD.1'9 CITY OF RENTON Page 1 of 1 Public Works Department CHANGE ORDER NO.19 CONTRACT CHANGE ORDER AGREEMENT CONTRACT: South Lake WA Roadway Improvements(Garden Ave.Widening) CAG-12-021 CONTRACTOR: ICON Materials DATE: September 22,2014 SUMMARY OF PROPOSED CHANGE: Reason/Justification:To accommodate the proposed curb and gutter elevations at the NE corner,additional pavement grinding was required along the NE corner of Lake WA Blvd/N.Park Dr.Additional grinding on N.Park Dr.was required to mitigate for existing pavement rutting on the westbound through lanes just east of the existing stop bar.See attached sketch showing the proposed grinding limits.Due to changes to the required grinding,the Contractor was asked to demobilize and return to the site to grind,for a total of three different dates. Splitting up the work caused inefficiencies in grinding,daily minimum charges to be applied,and remobilization costs. Contract Change:Revise grinding limits as shown on attached sketch.The additional work is to be performed on a lump sum basis including all labor,equipment and coordination to complete the work,including remobilization,support services and cleanup.Three additional working days are requested to complete this work.This change order resolves all claims associated with pavement grinding, including claims for payment and claims for delays. Add the following quantities to existing bid item plan quantities in the schedule of prices. Item Approx Units Unit Price Amount No. Quantity Description 120A 1 LS Additional Costs for Pavement Grinding Revisions $ 15,972.98 $ 15,972.98 Subtotal: $ 15,972.98 Washington State Sales Tax(9.5%,not including bid item): $ 1,517.43 Total this Change Order(Subtotal Plus Sales Tax): $ 17,490.41 Working Days: 3 Additional Working Days are Granted to complete this work All work,materials and measurement to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATE NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $1,968,690.65 $2,123,709.03 $17,490.41 $2,141,199.44 SIGNATURES: :::nager: : Date: ` /Z 1111.1.14;4,. ` Date: 9/2 2 3/ d/d 7- Approved By: Date: / 7//9 (Transportation Design Supervisor) LLLLLL 666 0 O U, U, 01 ,,., + 0 .. 0 a N n T. VT o o + o 0 a s m 0 en- ''' m 8o w w a w c o D v a- u Y c o ` E. E , _ ' .-4 N (0 _ t0 O N O O co O M M N V1 V1 O O n N O Cr ulO m 0 0 a1 M N O n .. COO om M C l~/1 V~1 C N v .i ,d N: c " r1 ,ti U Vr VT VT VT VT V/ N N - e o 0 01 .-1 Q N N N N 7 CCN CC W L O Q N\ •0 01 co 01 H ° a.. .--i a Om 0 8t0 N N\ 0 U a a .n .n VT c O e o u, N01 N f IS ` ... o N m ( a o o .r .0 o I 2 o Y N R v _ 2 N I- —' ., N O a m N N ,-1 ,0 r1 Nu-1 a N - Ce tA u, 0, a U, N O O t00 O1 ill01 h O O O N, Nm M .-1 ✓1 .--I O O W M N M N O N CO o0m M411 1.1 T Cr001 o N .c N m ri .1 r? 2 U .' mN U V) Vf VT VT VT N N In N 2 0 G p a0 m U 2 n O F O N O U O ,n cLt + J C 4 eo a ` t C U N C C C + v u C E a a U N m ni o ' c 17 U = m 0 e `O o` a c a . d y 0 y N of 00 « E c v m c a K Pg t 4 F E O .no 3 , 0 Y E Y _9 w 1`- U' �m "5w in 2 I0- September I7, 2014 Contract: City of Renton CAG 12-021 Project: South Lake Washington Roadway Improvements (Garden Avenue Widening) Subject: Response to ICON Email (June 20, 2013) Grinding Adjustments Change Order City Statement We have reviewed ICON's June 20, 2013 email regarding the proposed Equitable Adjustment for Grinding Adjustments Change Order. This Change Order now includes the cost for Ground Up for three nights of pavement grinding including the higher daily minimum charge ($5500) for the third night (8/30/12), which we agree to. A request was made for compensation for sweeping the third night of grinding. It was noted that Ground Up has its own sweeper that follows behind the grinder as the work is happening. Additional sweeping is required to comb the jobsite collecting track out from the trucks and cleaning the edges and joints. After additional review, compensation is included for additional sweeping on the third night of $310, plus 21% markup. It was noted in the email that the City agreed to payment for grinding on 8/30/12 by force account, but that the Change Order only includes the Ground Up invoice. Our review notes that the nature of the work did not change other than having to remobilize. There are no force account sheets written up by the inspector and signed by both parties as required by the Force Account specification that support the number of labor, equipment and trucking hours included in the summary attached to ICON's Oct. 3, 2012 letter (S/N 009). If this information can be provided, it will be reviewed and taken into consideration. To that end the Change Order compensates for ICON Materials, labor, equipment and trucking, plus subcontractor markup.We propose to pay 3 hours for 4 people, plus 3 hours of trucking and equipment in accordance with the Inspector Daily Report (IDR) for 8/30/12. With this statement and attached change order, the City is offering $17,490.41 (including tax) compensation for the actual work performed, based on our review of the materials and documentation for working days and extra costs you have provided. This offer reimburses ICON for all Work completed as well as covers the added expenses for inefficiencies and remobilization. r Inspector s Daily Report SL Washington Roadway Improvements (Garden Avenue Widening) CAC-12-021 !late: 8/30-31/2012 Thursday Night/Friday Morning Name: Kamran Yazdidoost Weather:CLR (79) Ground Conditions: Dry TRAFFIC CONTROL TESC Approved TCP? Yes® No ❑ TCP# TESC in Place?Yes ►.1 No ❑ Note Comments Below Work Started: 8:00 PM Work in Progress: Bid Item# 15 Portable Changeable Message Sign Bic!'Item# 10 Traffic Control Supervisor Bid:item# 11 1+laggers and Spotters Bid Item# 13 Other Traffic Control Labor Bid Item# 31 Planning Bituminous pavement Bid Item# 14 Sequential Arrow sign Bid Item# 19 Sawcutting Bid item#41 Catch Basin Type 1 7:15 PM Arrived at jobsite. ICON's crew is present; superintendent,a foreman, a pipe layer, an operator, a grade engineer,TCS,a flagger, and a laborer. 7:45 PM Ground Up crew arrived,a foreman operator and an operator. 7:50 PM Ground Up tractor/trailer#LBO2 delivered grinder RX-700 to the jobsite. 7:55 PM ICON's crew closed southbound Lake Washington Blvd between Coulon Park entrance and Logan Ave N. 8:05 PM N Park Dr. westbound to Lake Washington Blvd. northbound lane is closed by ICON's traffic crew. 8:10 AM ICON's crew started to dig at N Park Dr.-Sta. 17+50 to install a new Type I catch basin. 8:15 PM Salinas crew(Sawcutting) arrived at jobsitc. 8:30 PM Lloyed dump trucks# 124,#126, and#136 arrived at jobsite. City of Renton, James Wilhoit is here. Ground Up crew started grinding at Lake Washington Blvd. between-Sta. 51100 to-Sta. 52+00.They started at-Sta. 52+00 towards-Sta. 51+00. 8:45 PM ICON's traffic crew closed Logan Ave N eastbound to Garden Ave N southbound. Salinas crew started sawcutting at SW corner, (eastbound Logan Ave N to southbound Garden Ave N) Daily Inspection Report deo Page'I of 5 10/27110 Revised 10/2010 r r jri :. Inspector's Daily Report SL Washington Roadway Improvements (Garden Avenue Widening) CAG-12-021 -Sta.48+55 to-Sta. 48+43. Salinas's crew is sawcutting at sidewalk and road. ICON's laborer is vacuuming the slurry/mud from the sawcutted area. 8:55 PM First dump truck is full and left project site. 9:05 PM Salinas's crew is done sawcutting at SW corner. 9:20 PM Salinas's crew started sawcutting at Garden Ave N,northbound,between-Sta.40+68 to-Sta.40+91. 9:40 PM Salinas's crew is done sawcutting at Garden Ave N. 10:00 PM Ground Up crew started grinding at N Park Dr. westbound to Lake Washington Blvd.northbound,-Sta. 17+50 to-Sta. 17+25. 10:10 PM Ground Up crew is done grinding at N Park Dr. westbound to Lake Washington Blvd. northbound. ICON,s traffic crew started to close N Park Dr,westbound,right lane between-Sta. 17+00 to 19+50. ICON's crew started/continued digging at N Park Dr.-Sta. 17+50 to install a new Type I catch basin. 10:30 PM Ground Up crew started to grind at N Park Dr,West bound,right lane between-Sta. 17+25 to-Sta. 17+90. 10:50 PM ICON's traffic crew started to close N Park Dr,westbound, second lane to the right between-Sta. 17+00 to 19+50. 11:10 PM Ground Up crew started to grind at N Park Dr, westbound, second lane to the right between-Sta. 17+25 to 17+90. ICON's crew started to cut the existing metal pipe between existing catch basin type I and new location for new catch basin Type I. 11:20 PM Two dump trucks are done for this shift, they left the project site. 11:30 PM Grinder is done grinding at N Park Dr. 11:40 PM ICON's crew started to close N Park drive westbound left turn to Garden Ave N southbound. 11:50 PM Salinas's crew started sawcutting at SW corner-Sta. 15+80 to-Sta. 16+00 (Logan Ave N).This sawcut is necessary for potholing for utilities(gas&water)at this location. 12:10 AM Sawcutting is done at SW corner-Sta. 15+80 to-Sta. 16+00(Logan Ave N). 12:20 AM N Park drive westbound left turn to Garden Ave N southbound lane is open. ICON's crew installed new catch basin Type I at-Sta. 17+50. Daily Inspection Report doe Page 2 of 5 10/27/10 Revised 10/2010 11.11777-- Inspector's Daily a ort SL Washington Roadway Improvements (Garden Avenue Widening) CAG-12-021 ICON's crew started to mud around the steel pipe inside new installed catch basin Type I. 12:55 PM ICON's crew doesn't have riser to install on top of the installed new Type I catch basin.They decided to cover the new installed catch basin till Tuesday. ICON's crew covered the top of installed new catch basin Type I and started to backfill around it. 1:15 AM ICON's crew is done backfilling new catch basin. ICON's crew started to open closed lanes. 1:30 AM All lanes are open. ICON's crew is done for this shift. 1:35 AM I left the project site. All stations noted above arc approximate. Work Completed: Grinding at Lake Washington Blvd,-Sta. 51+00 to -Sta.52+00 and N Park Dr. -'Sta.17+25 to-Sta. 17+75,N Park Dr. -Sta. 17 25 to-Sta.17+90. Partial installation of CB Type I at N Park Dr. -Sta. 17+50. Sawcutting at Garden Ave N, and SW corner. Discrepancies: Any Cause for Dispute or Change Order: Extra Work in Progress-Labor and Equipment: ICON Materials: Workers: Foreman 1 6.5 Hrs. Pipelayer 1 6.5 Hrs. Operator 1 6.5 Hrs. Laborer 2 7.5 Hrs. Grade Engineer 1 6.5 Hrs. Equipment: Mini Excavator,Takeochi, 4.5 Hrs. Front Loader,Case, 590 2 Hrs. Utility truck,Ford,F-450#62 6.5 Hrs. Materials: Catch Basin Type I WSDOT Stamped By WSDOT "D"Inspector"A" Delays and Reason: Labor: ICON Materials: Foreman 1 Operator I Grade Engineer 1 Flagger 1 laborer 1 Daily Inspection Report.doc Page 3 of 5 10/27/10 Revised 1012010 Inspector's Daily y Report SL Washington Roadway Improvements (Garden Avenue Widening) CAG-12-021 TCS1 Pipe Layer 1 Ground Up: Foreman/Operator 1 Operator 1 Sweeper operator/driver 1 Salinas: Operator 1 Equipment: ICON: PCMS Three TCS truck, Hino#215 Utility Truck,Ford F-450#62 Generator/Light# Arrow Board#320 Front Loader, Case 590 Dump Truck(Lloyed,# 126,# 124,# 136) Ground Up Grinder,Road Tee,RS-700 Utility truck,Chevy,#V-71 Sweeper truck,Athey,Topgun, M-9D Salinas: Box truck, Fuso,#129 Walk behind saw cutter machine,Husqvama,#259 Material Received&Condition: None Visitors: City of Renton,James Wilhoit C z etion Observer Signature Reviewed By Resident Engineer Daily Inspection Report_doc Page 4 of 5 10/27/10 Revised 10/2010 I i t" tl.; PHOTOGRAPHS Attachment to Inspector's Daily Report Project Name: South bake Washington Roadway Improvements Date: 8/30-31/2012 PW#: CAG-12-021 Ped Aid ft: WA Inspector: Kamran.Yazdidoost Subject: Grinding Location:Lake Washington Blvd.—Sta.51+00 to 52+00 jComment: Photo facing North. Fpq Note: Station noted above is approximate " E Subject: Sawcutting Location: Garden Ave N—Sta.40168 to—Sta. 40+91 Comment: Photo facing South Note: Station noted above is approximate a x Subject: Cut existing steel pipe Location: N Park Dr.—Sta. 17+50 1.'411 .k: , ;:. Comment: Photo facing North. • Inspector Signature: 'zi /7":---) Form C-41 (Rev.4/08) From: Morris, Darci (ICON, OMG Northwest) [mailto:dmorrisOoldcastlematerials.com] Sent: Thursday,June 20, 2013 4:46 PM To: Kurt Ahrensfeld Cc: Maurstad, Rick(ICON, OMG Northwest) Subject: RE: SLWRI CAG 12-021: Change Order #16 (Grinding Adjustments) Kurt, As discussed in our conversation earlier today I have several questions regarding CO#16. I also have a question regarding CO#17. As long as ICON's costs are fairly covered in these change orders, I don't care how they are issued. But, I do think that the grinding on 8/30/12 being treated as bid item work is not accurate and is hurting ICON. If the grinding performed on 8/30/12 was original contract work, it would have been performed on 8/1/12 with the actual original bid item work. If there hadn't been the Logan Ave. Edge Grind change that had to be reviewed by KPG,there is a good chance that all of the grinding could have been completed in one night as it was all in the same area. Worst case scenario is that it would have been completed in two nights. If this had happened,Ground Up would not have charged minimum fees and ICON's labor and trucking would have been a lot less. Ground Up would have charged ICON our quoted rate of$1.68/SY. Keep in mind that bid item 31 isn't just for Ground Up's costs. It also includes trucking to haul off the grindings, installing and removing paper joints and jack hammering all of the areas the grinder can't reach (around structures,etc.)and sweeping the entire intersection after the work is complete. Ground Up has their own sweeper that follows behind the grinder as the work is happening. Their sweeper does not comb the jobsite collecting track out from the trucks and getting all of the edges and joints. I do not understand why/how calculations were made in CO#16 that included the costs of Ground Up for all 3 nights, but only the labor and trucking for the 2nd night. Also,as stated earlier the Ground Up invoice for 8/30/13 is being paid incorrectly. It is attached in Letter 021. You asked why the minimum charge was more for this night. It is because the grinding depths were greater than the first two nights. There was also a sweeping invoice attached with Letter 021. I didn't attach the two from the first two nights of grinding in Letter 009 even though IDRs will show that the sweeping did occur and I have e- mails from the City/Perteet making sure they were scheduled. Because that is my mistake, I won't ask for compensation for sweeping the first two nights. But, I'm still asking for compensation for the 3`d night. Another issue I am confused about is that James agreed that the grinding on 8/30/12 would be paid by force account. Yet only the Ground Up invoice is being paid for and nothing else. Again, please refer to my Letter 021 with force account sheets for 8/30/12 and 9/6/12 that are left out of both change orders. Change order#17 does include the force account sheet for 8/30/12 in the backup documents, but no payment was actually made. That is my question regarding CO#17. I am attaching my Letter 009 and 021. Please re-read them. I still stand by my original requests in both letters that one issue is bid item under run and the other is a force account change order. After you review them, if you want to discuss, please give me a call. Thanks, Darci From: Kurt Ahrensfeld [mailto:KurtA@DerteeLcom] Sent: Wednesday,June 19, 2013 2:31 PM To: Morris, Darci (ICON, OMG Northwest) Cc: Maurstad, Rick(ICON, OMG Northwest); James P Wilhoit; Bob M Hanson; Jenny Deininger; Kurt Ahrensfeld Subject: FW: SLWRI CAG 12-021: Change Order #16 (Grinding Adjustments) Darci, Could you update us on your review of this response? Thanks, Kurt Ahrensfeld, PE Resident Engineer Perteet Inc. 425.252.7700 cell:425.359.5106 1.800.615.9900 fax:425.339.6018 www.perteet.com 2707 Colby Avenue,Ste 900,Everett,WA 98201 From: Kurt Ahrensfeld Sent: Wednesday, May 29, 2013 3:57 PM To: dmorrisOoldcastlematerials.com; 'Maurstad, Richard' (rmaurstad(aloldcastlematerials.com) Cc: James P Wilhoit; Bob M Hanson; Jenny Deininger; Kurt Ahrensfeld Subject: FW: SLWRI CAG 12-021: Change Order #16 (Grinding Adjustments) Da rci, In response to your email below,we offer the following: 1. $3,400 was established as a daily minimum charge for grinding based on the two invoices prior to 8/30/12.What is the reason for using$5,500 for 8/30/12? Please break out mobilization separately from this number similar to what was done on the previous invoice. On our backup, $650 for mobilization on 8/30/12 was included in addition to the daily minimum charge of $3,400. 21%markup was added on the daily minimum charge and mobilization. 2. Sweeping was included in Ground Up's invoices. In addition,the unit Contract price per square yard for"Planing Bituminous Pavement"shall be full payment for all cost incurred to perform the Work. 3. For the trucking rate,we uncovered an error in calculation which has been corrected on the attached change order total and backup.The rate should be$121.70(instead of$96.70). Note that this change in total will affect other subsequent change orders that are in for your review. If you have any questions please let me know. Thanks, Kurt Ahrensfeld, PE Resident Engineer Perteet Inc. 425.252.7700 cell:425.359.5106 1.800.615.9900 fax:425.339.6018 www.perteet.com 2707 Colby Avenue,Ste 900,Everett,WA 98201 From: Morris, Darci (ICON, OMG Northwest) [mailto:dmorris@oldcastlematerials.com] Sent: Friday, May 24, 2013 1:54 PM To: Kurt Ahrensfeld Cc: Maurstad, Rick(ICON, OMG Northwest); James P Wilhoit; Bob M Hanson; Jenny Deininger Subject: RE: SLWRI CAG 12-021: Change Order #16 (Grinding Adjustments) and Change Order #17 (Delay from Grade Changes) Kurt, Your attachment titled KA Review_MSH Recommended Grinding Change lists the Ground Up charge for 8/30/12 incorrectly. It should be$5,500. I don't see the extra sweeping invoices included in these calculations. And, I also don't understand how a rate of$96.70 was used for trucking. Do you need me to submit the backup documentation again? I also didn't realize that the 687 SY for 8/30/12 were being paid by the bid item in addition to the change orders. That changes things some. If we can get the items listed above corrected, I think we can close this issue out. Thanks, Darci From: Kurt Ahrensfeld [mailto:KurtA0perteet.com] Sent: Wednesday, May 08, 2013 8:24 AM To: Morris, Darci (ICON, OMG Northwest) Cc: Maurstad, Rick(ICON, OMG Northwest); James P Wilhoit; Bob M Hanson; Jenny Deininger; Kurt Ahrensfeld Subject: FW: SLWRI CAG 12-021: Change Order #16 (Grinding Adjustments)and Change Order #17 (Delay from Grade Changes) Darci, Change order#16(Grinding Adjustments) resolves the costs incurred due to the grade bust in the NE corner including the additional night of grinding, ICON's work figuring out the issue and the fix, as well as all other time, labor,and expenses related to pavement grinding. Regarding the underrun,the added work brings the quantity to 81%of the bid quantity,thus the underrun is within the 25%variation allowable in the specs. This change order recognizes the fact that there were inefficiencies,you had to remobilize twice to complete the work,and the change order equitably reimburses ICON for those expenses.See attached backup.Change Order#17(Delay from Grade Changes)includes reimbursement for Tyee's canceled pour after the concrete arrived.See attached backup. Thanks, Kurt Ahrensfeld, PE Resident Engineer Perteet Inc. 425.252.7700 cell:425.359.5106 1.800.615.9900 fax:425.339.6018 www.perteet.com 2707 Colby Avenue,Ste 900,Everett,WA 98201 From: Morris, Darci (ICON, OMG Northwest) [mailto:dmorris©oldcastlematerials.com] Sent: Monday, May 06, 2013 4:01 PM To: Kurt Ahrensfeld Cc: Maurstad, Rick(ICON, OMG Northwest) Subject: RE: SLWRI CAG 12-021: Change Order #16 (Grinding Adjustments) and Change Order #17 (Delay from Grade Changes) Kurt, I just want to make sure that these change orders are only for the costs incurred due to the grade bust in the NE corner including the additional night of grinding, ICON's work figuring out the issue and the fix and Tyee's canceled pour after the concrete arrived. Am I correct? I was expecting to also receive a response/change order to ICON Letter 009, Under Run of BI 31 Quantities. Is this forthcoming? Thanks, Darci From: Kurt Ahrensfeld [mailto:KurtA@ perteet.com] Sent: Monday, May 06, 2013 2:27 PM To: Morris, Darci (ICON, OMG Northwest) Cc: Maurstad, Rick(ICON, OMG Northwest); James P Wilhoit; Jenny Deininger; Kurt Ahrensfeld Subject: SLWRI CAG 12-021: Change Order #16 (Grinding Adjustments) and Change Order #17 (Delay from Grade Changes) Darci, Attached are Change Order#16(Grinding Adjustments)and Change Order#17(Delay from Grade Changers)for your review and approval. Please let me know if you have any questions. Thanks, Kurt Ahrensfeld, PE Resident Engineer Perteet Inc. 425.252.7700 cell:425.359.5106 1.800.615.9900 fax:425.339.6018 www.perteet.com 2707 Colby Avenue,Ste 900,Everett,WA 98201 ICON MA i ?E,t E.5 March 14,2013 SIN 021 Perteet Inc. Attn: Kurt Ahrensfeld 2707 Colby Avenue, Ste 900 Everett, WA 98201 RE: Stage 1 A East Grade Bust South Lake Washington Roadway Improvements Project No. CAG 12-021 Dear Mr. Ahrensfeld: On August 20,2012, it was discovered that there was a grade bust in the plans on the East side of Stage IA. The issue was discovered after Tyee installed their forms for the curb on the East side of Lake Washington Blvd. Initially,Tyee was given permission to pour the curb. But, after the first load of concrete was dispatched, we were told to cancel the pour until the grade issue could be resolved. Hidemi Tsuru of KPG came out onsite to look at the grade issues and requested a topo of the area. ICON along with help from Bob Case provided survey information to KPG as requested until a plan revision was issued. The plan revision issued on 8/22/12 called for additional grinding of the NE corner to fix the grades. At this time all contract grinding for the project had been completed and the overlay of this area was scheduled for the nights of 8/29/12 and 8/30/12. Ground Up was not able to come back out and grind this plan revision until they had a cancellation in their schedule on 8/30/12. Because we were not able to pave on 8/29/12-8/30/12,our paving crew did not have another opening in their schedule until 9/12/12 and 9/13/12. This delay in paving delayed the traffic switch from Stage I configuration to Stage 2 configuration. Trenchless was scheduled to bore across Garden Ave. on 9/5/12,but could not complete the work on this date because traffic wasn't set up in Stage 2 configuration. Trenchless' schedule was full until late October. This forced us to have to open cut this crossing on 9/27/12, further impacting our schedule. Due to all of these delays, the overlay of Stage 2 didn't take place until the night of 10/10/12 and permanent striping of this area wasn't able to happen until the week of 11/4/12. In October I met with Kelly in Perteet's jobsite apartment/office and gave her copies of Ground Up's invoice and ICON's costs. These are attached again along with force account sheets and Tyee's costs. As indicated in the attached e-mail from Kurt on 8/31/12,James agreed to pay for the additional grinding on force account the morning after the work took place. I have completed a force account sheet for this date in case the City didn't get one from Bob Case. We are requesting a change order to pay for all of the attached force account sheets including Grading&Paving• Site Development• Heavy Civil Construction* Aggregates&Hot Mix Asphalt ICON Materials, 1508 Valentine Ave.SE,Pacific,WA 98047• Phone 206.575.3200• Fax 206.575,3207 ICONM"982CF—An Equal Opportunity Employer I „ ,, ,A . , invoices and 10 working days for the delays and extra work,including several nights associated with this change. Please contact me if you have any questions or wish to discuss this matter further. Sincerely, ICON Materials .. . ft MCC rYttYV110 Darci Morris Project Engineer Grading&Paving• Site Development• Heavy Civil Construction* Aggregates&Hot Mix Asphalt ICON Materials* 1508 Valentine Ave SE,Pacific.WA 98047• Phone 206.5753200• Fax 206.575.3207 ICONM-982CF-An Equal Opportunity Employer 1.- 0 g � Q7 C ' 4' m1.4 t6 Q N Ta {9� c Y C 5 41 U v. ° g p a U ca._ il Z 7EO L Q O .0 hE s U O a U O ad, m Xk (1 .,'eto 4 h ❑K4 may, -0 CI_I_ Q m `0 El 21 o E 3 ti v e 3 1 n 'o O 1)° 79 e m h c - t `g a o 11 q T F o ,, m yE ? G o Z_ a N { 1 a) ami ` 7 �3 1 Y �OI N m J o _m O (6 k 2 am E' !z17,-2g _ E 7 n C t6 -3.t.'!. 4 5 1 Z G � l� � �� o m P C '*1.ti. m r'o G d u CO f v`s°R 3 y `O v '2 V Sr % C c m gE 1ti` ii (� UI' • j m 1s ti m c1 , .a u ri A _ n5`_ t.) di aE. moi. l i OtT J ,� .Ae. 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C) ,, cf ,- a) 2 ct 8 I- '9 < ,_, o Morris, Darci (ICON, OMG Northwest) From: Morris, Darci Sent: Friday,August 31, 2012 3:37 PM To: 'Kurt Ahrensfeld` Cc: Jenny Deininger; Wendy Nelson; Bob Case; DeYoung Christy; Kamran Yazdidoost; James P Wilhoit Subject: RE: SLWRI-Proposed Grinding Change Order(NE corner) Did Bob track the hours last night or do you need me to send them to you? From: Kurt Ahrensfeld [maiito:KurtAftperteet.comj Sent: Friday, August 31, 2012 1:37 PM To: Morris, Darci Cc:Jenny Deininger; Wendy Nelson; Bob Case; DeYoung Christy; Kamran Yazdidoost; James P Wilhoit Subject: FW: SLWRI- Proposed Grinding Change Order(NE corner) Darci, See direction below from James. Let me know if you have any questions on this. Thanks, Kurt Ahrensfeld, PE Resident Engineer Perteet Inc. 425.252.7700 cell:425.359.5106 1.800.615.9900 fax:425.339.6018 www.perteet.com 2707 Colby Avenue,Ste 900,Everett,WA 98201 From: James P Wilhoit[mailto:jwilhoit@Rentonwa.gov] Sent: Friday, August 31, 2012 1:05 PM To: Kurt Ahrensfeld Subject: RE: SLWRI - Proposed Grinding Change Order(NE corner) Do it by force account. James P.Wilhoit, PE Project Manager Transportation Design City of Renton WA (425)430-7319 (425)430-7376 fax (206)818-9357 cell From: Kurt Ahrensfeld fmailto:KurtACa�perteet.coml Sent: Friday, August 31, 2012 12:45 PM To:James P Wilhoit Subject: FW: SLWRI -Proposed Grinding Change Order(NE corner) ez:, , . i . ., . s ii 8 r2 L 10 0 m F- Yl v cl Y N N V -a TL N CI AC N r,.1 . coW Q 01 C s 2 RI 2 O oN c 8 # N D O SO o ,c-8 a_ UP. 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O ���Vbb""" '� E o i am O Q O n l a '0 X m £3 �' a O /^� �{1�, V J .NO c`o m �� O 43 m ti=F^c$ > 0 t o N 4 Ground Up Road Construction Inc. INN'0IC7i DBA M&M Road Recycle 1:1 �1 � PD BOX 1690 Date Invoice# Milton, WA 98354-1690 8/30/2012 3148 P:253.891.1413 F: 253.891.1425 Email: Susan atr)rrndup.co rn C • PY Bill To Icon Materials PO Box 88050 Tukwila,WA 98138 Contract/Job/PO# Project Description GradUp Job# CAG 12-021 SoLakeWashingtonlmprove 12-132pw Date Description Quantity Rate Amount CHANGE ORDER WORK 8/30/2012 (LS03) Equipment Mobilization-included 1.00 0.00 0.00 (RX07) Milling Bituminous Pavemet-Rate is lump sum 1.00 5,500.00 5,500.00 263 SY @ 0-1.5 inches thick _- 424 SY @ 0-5 inches thick (SW03) Sweeping-included 3.75 0.00 0.00 We appreciate the opportunity to serve you. Total $5,500.00 Terms(per Quote) Please refer to our Quote for Terms&Conditions, t, s Payments/Credits $0.00 Past due balances are subject to finance charges C Net '1.0%monthly(excludes retention). i 30 Balance Due $5,500.00 41- .Ground .Ground Up Road Construction Inc- INVOICE DBA M&M Road Recycle PO Box 1690 Date Invoice# Milton, WA 98354-1690 8/2/2012 3082 P:253.891.1413 F: 253.2 91.7x425 Email; susanggrndup.ca,i, Bill To Icon Materials PO Box 88050 Tukwila,WA 98138 Contract/Job/PO# Project Description GrndUp Job# CAG 12-021 SoLakeWashingtonlmprove 12-132pw Date Description Quantity Rate Amount 8/1/2012 (LB03) Equipment Mobilization 1.00 650.00 650.00 Item#31: Planing Bituminous Pavement 0-2 inches thick-Rate is 1.00 3,400.00 3,400.00 lump sum (daily minimum charge) (RX07) 1,182 SY @ 0-2 inches thick (SW03)Sweeping -included 8.25 0.00 0.00 8/2/2012 (LB03) Equipment Mobilization-included 1.00 0.00 0.00 Item#31: Planing Bituminous Pavement 0-2 inches thick-Rate is 1.00 3,400.00 3,400.00 lump sum (daily minimum charge) (RX07) 557 SY @ 0-2 inches thicl. (SW03)Sweeping -included 2.75 0.00 0.00 -1 We appreciate the opportunity to serve you. Terms (per Quote) Total $7,450.00 Please refer to our Quote for Terms&Conditions. Payments/Credits $0.00 Past due balances are subject to finance charges e : Net 30 1.0%monthly(excludes retention). Balance Due $7,450.00 BEST PARKING LOT CLEANING INC Invoice Number: P 0 BOX 159 118700 SUMNER., WA 98390 Invoice Date: SEP 01 20i1 Sep 4, 2012 Voice: 253-863-3330 Fax: 253-770-0724 In voicitmoutire pAyABIZ Page: 1 BiiTo: Job Site: ICON MATERIALS INC JOB #512301 ATTN:ACCOUNTS PAYABLE PARK AVE N/ LOGAN AVE PO BOX 3366 RENTON, WA SPOKANE, WA 99220-3366 Customer ID Customer PO Payment Terms Due Date ICOMAT-EXRP13 Net 30 Days 10/4/12 ; Job Slip#/Description Hours Price Net JOB SLIP 183755 8/31/12 VAC 2.00 105.06 210.00 FUEL SURCHARGE PER JOB SLIP <Each 1.00 10.00 10.00 DISPOSAL OF MATERIALS $90.00 PER YARD DIRT 1.00 90.00 90.00 Subtotal 310.00 Sales Tax TERMS:NET 30 DAYS MONTHLY FIN CHRG=1.75% Total Invoice Amount 310.00 PLEASE SHOW INVOICE NUMBER WITH YOUR PAYMENT Payment/Credit Applied TOTAL 310.00 ALL INVOICE DISPUTES MUST BE SUBMITTED IN WRITING PRIOR TO INVOICE DUE DATE Tyee Concrete Construction Inc 6423 Pacific Highway East Fife, WA 98424 DATE: 10/30/2012 INVOICE: 3061 BILL TO: Icon Materials Incorporated 1508 Valentine Ave SE Pacific,WA 98047 TERMS PROJECT Net 30 S Lake Washington Roadway Imp 12.2394 QUANTITY DESCRIPTION RATE AMOUNT 1 Work Order#1362- See Attached 1,748.03 1,748.03 1 Work Order#1467-See Attached 84.80 84.80 1 Work Order#1419 -See Attached 1,080.80 1,080.80 1 Sent Directly to Supplier -1,104.87 -1,104.87 PLEASE RE'ERENCE INVOICE#WITH ALL PAYMENTS TOTAL $1,808.76 E-mail PHONE FAX reese@tyeeconcrete.com 253-507-8933 253-507-8934 TCC , Work Order TYEE CONCRETE CONSTRUCTION, INC. 6423 Pacific Highway East Fife,WA 98424 Customer ,,. t1/ C..t ril 0t` .441011Project Date a/ 3 .2Af 2 Time 2`10 Weather C Description a arta- I iM i1 4t.: A 7 Os,art.6 x;a i Oil Pied a+, .1.14:6,.i7`g Customer Order/P.O.No. 1362 TCCI Representative I jyatAr,tx I e Description ST OT Equip.Hours �'�sr (.fa fPer " 'J p-k ce° 'rs 1 ,. I.7 r :-d- 3 ski. `t f 0. 5riba.Niajay__ l .,is 00 a Q Zi2�.:car� 314,L ice. R&0 g"t riItwx ra... ;w"7' ,;"--='' ,w,_. cs-,4-,p 4"74-4-x —,GR..._ A 4.-- ,. .7 yriv 0-4 :1-oiremex-,,,, R / ly✓t�2r1sttl 3 5C6 d, 7/1 -z18;x, t/t .4./t54/.14512X. Se-34' '- 700bT . . 44.34 - 11112 . asco ,r1.2 3 4( 60.5;cU.SS Y 7 is -;,--• "-7 -w.._... .2, "t2JLk. b X 2 S- 1 S Ste..&2S 95-6, `� j 01 / rid coos Y' !, `l7t!S, L./7 Customer Representativefr4 1 TCI Representative 6) 4— Page of C►tr� 0(.7. (443.,v1`rhetl White.TCCI`Contract file Pink;Superintendent Yellow CU Starner INVOICE RAND & GRAVEL COMPANY p { %-;-%46y ''#Y..'' 4 ' '•.dam r5Y ...nrv7 , 400 VALLE -' PUYALLUP,WA 98372-2$16•(253)$33.3705 N •' "k, x r.'' _ ,-4.3'. :a.., wwwMitae.9andandGriorekcom 055.600 08'/20/2012 825093 1 020filsORans woman WARM WES M+ atcaaEAMEs COMM *PIR Rotor c woft Theier N.btMm to. acap am 'a moirbauOYAG. ( umm (Maa • 2 pe048147/7 soma peej.st rm TYEE CONCRETE CONSTRUCTION INC 6423 PACIFIC HWY E FIFE, WA 98424 .iwF ; 5 eb ,tn 7 ,. �R1'Ly . .,n v, '' a �. .{P r-kt'C(a� y "•F''f ,,� � �„. �rc" • x4 A cn:L- 4g= baa ab�jL L7,h tm :u.,, �^�a,�*ic=M; 3 r, F s u3�Za � i4 .L 000184 N GARDEN & N 10TH :ST-S .LI( WASH ROAD IMP; RENTON 08/20 201-267937 11.00 CY 04C4A. 58.500 61.13 704.63 08/20 201-267937 1.00 LD FUEL SURCHARGE—READY MI 12.500 1.19 13.69 )8/20 201-267937 11.00 CY AIR ENTRAINMENT ME—A290 . D8/20 201-267937 11.00 CY ENVIROBTAL CQMPLIANC 3.000 3.14 36.14 09/20 201-267966 5.00 CY 04C4A 58.500 27.79 320.29 S(' )8/20 201-267966 1.00 LD FUEL SURCHARGE—READY MI 12.500 1.19 13.69 . 3s.t ` 08/20 201-267966 5.00 CY AIR ENTRAINMENT MB—A200 08/20 201-267966 5. 00 CY ENVIRONMENTAL COMPLIANC. 3 .000 • 1.43 16.43 JOE TOTAL LINE . 1104 .87 PRODUCT RECAP 16.00 04C4A 04C4A 2.00 5401 FUEL SURCHARGE-;READY MIX 16.00 4000 AIR ENTRAINMENT MB-AE90 16.00 5300 ENVIRONMENTAL COMPLIANCE - RM • 1104.'87 Form.No.249/?GO8 28&438.3131 ... ,... ... ___. ._ . .... ..... . . . „ _. ••••• . .. . . . „ - -' , . •:-.• .•- , ..• sa. ,• • r ) ' LLOYD ENTERPRISES, INC.INCdba . , . , ,..-T 0 LL ...,, p 4t1-7„ FEDERAL WAY SAND & GRAVEL INVOICE -, • . • . . . • P.O. BOX 3889 NO. 16377 41 .. FEDERAL WAY,WA 98063 ..... ......• ,. • - . • ... (253)874-6692 (253)927-0416 .. • PAGE i . . _ . 'sEF' 1 o 1012 . ..: Aric01114STS PAYABLE .._. _.. 8 J 257412, ..•-•'.. 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RS 6 H .., ',IRS 'Ili Approved NO IGER MOUNTAIN RENTAL LLC PO Box 7603,Covington,WA 98042 phone:(206)406-8129 fax:(253)638-9576 Invoice ID: 20121001 i Invoice Date: 10-31-2012 --- Customer ID: ICO010 j To: - Resale Certificate: 601-006-854 Icon Materials Attn: Accounts Payable Job Location: I: PO Box 3366 NOV 1 5 2012 misc jobs Spokane, WA 98220 ACCOUNTS PAYABLE Unit of Item Description Units Measure Unit Price Amount 12131 4/2 #119 TRANSFER PW 8.00< HOUR 126-@0)2/Ad 60.00 12604/18 #118 TRUCK&TRAILER 7.25 HOUR �B.0 III coo 7 7.5 12520'1�18 #122 T&T 6.75'HOUR 1'14MilT 12Z.Od 7 0 12518416 #122 T&T 7.50" HOUR -140.00"l 4 O 8 00 12507//1,0/1 #122 SOLO PW 7.25�,HOUR 110.00. 97. 0 12582 018 #120 TRUCK&TRAILER 6.75.'" HOUR HOUR 44$$6-di c00 742. 0 7,2.5 t}PS ( (0- OO/ 7:- —7611 ' 5 1/4-, 0 Re-5 ® cI .00/144= 1, 5-5 4-. 06 "7.5 t4-Q—S )3' °C3/0 2-4'1 57) ,75- )?.°0/"— ' ?• 1 0) b -no q7, 70 579 0 03$ so Amount Bil e. :.-,; Total Tax DATE DUE: 11-30-2012 Amount Due $47865706 Date: 4 fi =' Trate No: ‘ '' \ Truck Charges: - II ----":" GER MOUNTAIN RENTAL LLC TrONerYPo! Soto ° Trailer Trensier Other aim CSNSot P.O.Box 7603•Covington,Washington 98042 Truck Rate: 4 Ayi.:74 Sub Totek ...'w (206)406-8129 Truck Houno , ,, *Add Charges: Onset Hour* Toter Charges: Customer 1 i." (====.4"•"\ c\- \141 '4',..'‘tsk ( Seam Address: ,O. -„,.:- i -\ --) i Job Lotabom ,,,.'4„,.../).tel 1. Job Number: ',,,„ i cy',-)(' \.:k ) ) , \ N, Start .1„):4Vi. Stop: 0 unex \ DOW/Make: Reason: \ _..4 Material ROMl,;:00 t„/i IA r:,i.,.., To, 0 i 1"1 i:•:.0'.41.41‘ N°Lollas Hours J ,t / V A':. ci 44 i ! Tow mar Tour Wes 0114foghway: Remarks: worker's Signature: Auth.Co.Rep.Spasm PLEASE NOTE:ADDITIONAL TERMS AND CONDITIONS: Signature of this truck invoice will be considered your notice of our Intent to lien this project.it necessary.Interest at 1.S%per month will be charged on all past due accounts. Charges due by the tenth of the month following date of this biting. HIRED HAUL ECIS 97.705002 Phase 80.449 CT 6 -Thor ., *9741. HRS 6 ffo --- HRSgt .)..t'.-N1 HRS ft '400 Approved - -?-iN. S --so' -- ... vt. ,1. Tax NO \;-, ICON 414rfi t5 October 03,2012 Sib!009 Perteet Inc. Attn: Kurt Ahrensfeld 2707 Colby Avenue, Ste 900 Everett, WA 98201 RE: Under Run of BI 31 Quantities South Lake Washington Roadway Improvements Project No. CAG 12-021 Dear Mr. Ahrensfeld: All work for BI 31 Planing Bituminous Pavement on the contract is complete. Only 57.87%of planned quantity(1,736 SY of 3,000 SY) work was performed. The under run of quantity appears to be a combination of the Highlands to Landing change(-142 SY), the Logan Ave. Edge Grind change(-250 SY) and an inaccurate planned quantity to begin with. Per spec section 1-04.6 Variation in Estimated Quantities, ICON Materials is requesting equitable adjustment for extra costs incurred due to work performed being less than 75 percent of the original bid quantity. ICON incurred extra costs associated with this work for two main reasons. 1) The quantity of work performed was under the threshold for our subcontractor, Ground Up's daily minimum. Therefore instead of being charged our quoted per SY price for planing, we were charged a daily minimum of$3,400. This reduction of planned quantities also caused us to be less productive with our labor and trucking for planing support/grindings removal. 2) Because of the Logan Ave. Edge Grind change that had to be reviewed by KPG, we were unable to complete the work in one night and had to finish the work a second night. This caused us to incur another daily minimum charge from Ground Up and extra labor and trucking hours for support. Attached is a breakdown of ICON's labor, equipment, trucking and subcontract charges associated with this work. ICON is requesting a new BI 31 unit price of$9.04/SY. We are also requesting one working day be added to the contract for the extra night of grinding required due to the Logan Ave. Edge Grind change. Please contact me if you have any questions or wish to discuss this matter further. Sincerely, ICON Materials #4Pe4ci, trio-viten Darci Morris Project Engineer Grading&•Paving Site Development Heavy Civil Construction Aggregates&Hot Mix Asphalt ICONiMaterials 1508 Valentine Ave.SE,Pacific,WA 98047 Phone 206.875.3200 Fax 206.5753207 ICONM-882CF-An Equal Opportunity Employer BI 31 Planing Bituminous Pavement Costs Description Hours Cost Labor 40.50 $2,081.94 Equipment 8.00 $375.75 Trucking 36.00 $4,381.07 Ground Up $6,800.00 $13,638.76 /1736 SY $7.86/SY + 15%Markup $9.04/SY K:\P0JEC1S\1 N10t\08016-Garden Aa\0tSICN\DroMfngs\Controet\0804WUWS,drrp 2/13/2012 2:03 PM -r r r o MATCH LIME STA 15+00 SHUT 17 1 A N II 1 I ax'' ' 1 O0 /�� /�� y,r /1� r �r s"y71 4tiraW t� j AyR 17'tirvd rrt CD 2 CD , CD _, dli ! n x ! r 8 i6 1 t imuisit i1 p t 1 e6L a Rjgg i .I � /lam •^ � /1 -1v, 6� 0 � ' I 1 � '=�i�4 � � 21 ' o - I . p00 Q sv a y -„,--z) i ci N 4 O 5. CD Cn N e 1 �i ? 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