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Home My WebLink AboutCAG-20-065 - Duvall - Progress Payment 16 Washington State Department of Ttransportation Field Note Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 144 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 4/25/23 3/1/23 4/28/23 Calculated By Date Checked By Date Inspector's Signature Date MB 4/25/23 TLS 4/27/23 262 Days Expired A4 - Project Red I ine Drawings = 75% [262/262 days] + 0% [Record Drawings rot submitted] = 100% to date - 74.28% prey = 25.72% this estimate A6 -AnA Feature Surveying = 75% for_wark complete + 0x25% llpnn_completion = 100% to date - 75 00% prey = 25% this estimate A9 - Covid-19 Health and Safety Plan = 25% for approved plai + 75% [262/262 days' = 100% - 99.28% prey = 0.72% this estimate A10 - Other Temporary Traff c Control = 100% [262/262 days] = 100% to date - 99 05% prey = 0.95% this estimate A11 - Traffic Control Supery sor = '00% [262/262 days] = 100% to date - 99.05% prey = 0.95% this estimate Group Basis of Material CAPS Entry Initials Item No. Item No Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A4 Project Red Line 4/28/23 LS 25.72% N/A Calc MB TLS 16 Drawings A6 ADA Feature Surveying 4/28/23 LS 25.00% N/A Calc MB TLS 16 Covid-A9 Safety 9Pln .Health and 4/28/23 LS 0.72% N/A Calc MB Safety Plan . TLS 16 A10 Other temporary Traffic 4/28/23 LS 0.95% N/A Calc MB TLS 16 Control AllTraffi Control 4/28/23 LS 0.95% N/A Calc MB TLS 16 Supervisor Supe DOT Form 422-636 EF Revised 9/96 � Washington State �I/ Department of Transportation Field Note Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 143 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 4/25/23 3/1/23 4/28/23 Calculated By Date Checked By Date , Inspector's Signature Date MB 4/25/23 TLS 4/27/23 • / A63 - I rosior Control and Water Pollution Pre -ntion = 100% [262/262 days] = 100% to date - 99.05% prey = 0.95% this e'.timate ir A85 - Electrical System, Complete = 1(21.8%[ nstall light pole foundation]+1.9%[Install fou ida- tian fur relocated flashing beacon pole]+1.3%[ nstall signal pole foundatioi]+0.2%[Relocate sig- nal pule]+0.2%[Relocate flashing beacc'n sole +0.4%[Install concrete pad for service or con- trolle ]+ 0.4%[Relocate service or controller]+ .0%[Install solar powered radar sign]+25.0(5%[In- stall sonduit and boxes per trench foot]+9.7%[.ubcontractors MOB -Totem') + 0.7%[Lot demo existi g components] +0.98x30.8%[ nstall lighi std & `fixture]+3.4%[Install system wire and ter- m na ons]+0.2%[Lot testing and spicing]) - 94.84% to date 83.99% prcv - 9.8 % thi.. c1timatc A86 - -ermanent Signing = 95% 'or wor<corn leted 9".0% to date - 95.0% prey = 0% this esti ate y A' 14 A - _ower Street Lights = 100% for work ompleted = 100% to date - 0% prey = 100% this estima e Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A63 Erosion Control and Water Pollution Prevention 4/28/23 LS 0.95% N/A Calc MB TLS 16 Electrical System, 4/28/23 LS 9.85% N/A Calc MB TLS 16 A85 Complete A86 Permanent Signing 4/28/23 LS 0% N/A Calc MB TLS 16 - A114A Lower.Street Lights 4/28/23 LS 100% N/A Calc MB TLS 16 • DOT Form 422-636 EF Revised 9/96 7 . • � Washington State �I/ Department of Transportation Field Note Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 142 Contract No. Station Line CIS_ CAG 20-065 King County Staked By Date Work Started Work Completed 4/25/23 3/1/23 4/28/23 Calculated By Date Checked By Date Inspector's Signature Date MB 4/25/23 TLS 4/27/23 Material On Hand .text in italics are previous MOH deductions Totem Invoices: PP1 =$16,880.03 conduit: 100% installed to date*$16,880.03=-$16,880.03-(-$16,880.03) =$0 Net change PP6=$60,868.62 Light Fixtures: 96% installed to date*$60,868.62=-$58,433.88-(-38,955.92)= Net Change=-$19;477.96 PP2 = $18,121 jboxes : 100% installed to date*$18,121=-$18,121-(-$18,121)=Net chg=0 PP3 = $20,594 for wire : 100% installed to date*$20,594=-$20,594-(-$14,655.81) =Net chg =-$5,938.56 PP5=$41,855 Anchor Bolts: (25EA/25EA*$41,855 install WZC&B=-$41,855-(-$41,855) =Net change=0 PP5 =$114,860 Light Poles: 96% installed to date*$114,860 =-$110,265.6-(-73,510.40)= Net change=-$36,755.20 Ferguson Invoices: —� PP2 :$36,112(pipe): =100% installed*($39,527.79) installed =-$39,527.79-(-$39,527.79) Net change =$0 _Ferguson Invoice: PP5=$218,530(Filterra): (13EA/13EA)*$218,530=-$218,530-(-$218,530) Net change=$0 Net change to MOH: (-$0-$19,477.96-$0-$5,938.56-$36,755.20)+($0-$0) =(Totem) +(Ferguson) =-$62,171.72 Net change Group Basis of Material CAPS Entry Initials Item No. Item No Date Unit Quantity RAMS No. Acceptance No. Post I OK Est.No. MOH Totem (PP1) 04/28/23 LS -$0 Visual MB 16 _ MOH Totem (PP2) 04/28/23 LS -$0 Visual , MB 16 MOH Totem (PP3) 04/28/23 LS -$5,938.56 Visual MB TLS 16 MOH Totem (PP5) 04/28/23 LS . -$0 Visual MB 16 ,i MOH Totem (PP5) 04/28/23 LS -$36,755.20 Visual MB TLS 16 ,/ MOH Totem (PP6) 04/28/23 LS -$19,477.96 Visual MB TLS 16 MOH Ferguson (PP2) 04/28/23 LS -$0 Visual MB 16 MOH Ferguson (PP5) 04/28/23 LS -$0 Visual MB 16 DOT Form 422-636 EF Revised 9/96 r A. Washington State iiil moo, Field Note Record (Sketch Grid) p � Renton - Duvall Avenue NE Book No. Page No. 141 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 4/25/23 3/1/23 4/28/23 Calculated By Date Checked By Date Inspector's Signature Date MB 4/25/23 TLS 4/27/23 3• HMA Cost Adjustment a ch - $174.77 'p I - 0 9: Fuel Cos:Adjustment a ch - $11.81 AprI - 0 Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A39 HMA Cost Adjustment 4/28/23 Calc $174.77 N/A Est. MB TLS 16 A96 Fuel Cost Adjustment 4/28/23 Calc $11.81 N/A Est. MB TLS 16 DOT Form 422-636 EF Revised 9/96 Asphalt Cost Price Adjustment PP 16 • (Worksheet) BASE COST $445.00 UPPER THRESHOLD $467.25 Note:Base Cost and Current Reference Cost to be taken from WSDOT website below: LOWER THRESHOLD $422.75 http://www.wsdot.wa.gov/biz/construction/pdf/referencecosts.pdf CURRENT REFERENCE COST $545.00 ELIGIBLE BID ITEM UOM Qty This Est. HMA Cl. 1/2 In. PG 64-22 Ton 40.14 HMA for Approach Cl. PG HMA for Preleveling Cl. PG HMA for Pavement Repair Cl. PG Commercial HMA Sum of Quantities 40.14 Asphalt Cost Price Adjustment $174.77 For Current Estimate(Payment/Credit) Note: Base Cost = the reference cost posted on the Agency website for the period immediately preceding the bid opening date. Current Reference Cost = the most current cost posted on the Agency website on the day of estimate cut-off. Search Asphalt binder reference cost Find the latest average selling price of asphalt cement for both eastern and western Washington. An asphalt cost price adjustment provision is included in all of our contracts that use hot mix asphalt.The prices published below are used to determine the credit or payment amount when there are qualifying changes in the reference cost of asphalt binder, as specified in the contract special provisions.This information is updated frequently, however,there is no set schedule.The reference cost posted is for the period immediately preceding the bid opening date. We establish the asphalt binder reference cost from the selling price of asphalt cement furnished by Poten and Partners, Inc.for the Pacific Northwest: • Western reference cost is based on the selling price for the Seattle,Washington area • Eastern reference cost is based on the selling price for the eastern Washington area, including northern Idaho The asphalt binder reference cost will be the average of the selling price for each Friday during the specified period.Asphalt binder reference costs are posted at the end of the period. Date Effective Begin Period End Period Eastern Western 04/17/2023 04/01/2023 04/15/2023 $587.50 $545.00 04/04/2023 03/16/2023 03/31/2023 $555.00 $545.00 03/21/2023 03/01/2023 03/15/2023 $555.00 $545.00 03/07/2023 02/16/2023 02/28/2023 $550.00 $545.00 . FUEL COST ADJUSTMENT PP 16 (WORKSHEET) BASE FUEL COST 3.41 dollars http://www.eia.gov/petroleum/gasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) Upper Threshold 3.75: West Coast less California Lower Threshold 3.07 Monthly Fuel Cost 4.08 dollars http://www.eia.Qov/petroleum/Qasdiesel/ U.S. On-Highway Diesel Fuel Prices(dollars per gallon) West Coast less California ELIGIBLE BID ITEM UOM Qty This Est. Factor Q BI 26 Roadway Excavation Incl. Haul CY 0.29 gal/cy 0 6-A 28 Unsuitable F Excavation Incl. Haul CY 0.29 gal/cy 0 Excavation Incl. Haul -Area CY 0.29 gal/cy 0 _Borrow Incl. Haul CY 0.25 gal/cy 0 BI 27 Gravel Borrow Incl. Haul Ton 0.17 gal/ton 0 BI 31 Structure Excavation Class B Incl. Haul CY 0.25 gal/cy 0 Shoring Or Extra Excavation Class A L.S. 0.04 gal/dollar 0 7-A 35 Crushed Surfacing Top Course Ton 0.70 gal/ton 0 Crushed Surfacing CY 1.02 gal/cy 0 Processing And Finshing MI 270.00 gal/mile 0 Agg. From Stockpile For BST CY 0.61 gal/cy 0 Furnishing And Placing Crushed CY 1.02 gal/cy 0 7-A 37 HMA Cl. 1/2 In. PG 64-22 Ton 40.14 0.90 gal/ton 36.126 HMA For Ton 0.90 gal/ton 0 Commercial HMA Ton 0.90 gal/ton 0 Cement Concrete Pavement CY 1.00 gal/cy 0 Cement Concrete Pavement- Including Dowels CY _ 1.00 gal/cy 0 BI 42 Concrete Class 4000 CY 1.00 gal/cy 0 Commercial Concrete CY 1.00 gal/cy 0 Superstructure L.S. 0.02 gal/dollar 0 St. Reinf. Bar LB. 0.02 gal/lb 0 Epoxy-Coated St. Reinf. Bar LB. 0.02 gal/lb 0 Sum Of Q 36.126 Monthly Fuel Cost Payment/Credit $11.81 NOTE: Base Fuel Cost=Weekly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon)dated on the nearest Monday occuring three weeks prior to bid opening. Monthly Fuel Cost= Most recent Monthly U.S. On-Highway Diesel Fuel Prices (Dollars per Gallon). 0" •"") U.S. Energy Information e i a Administration PETROLEUM & OTHER LIQUIDS OVERVIEW DATA ANALYSIS&PROJECTIONS GLOSSARY, FAQS> Weekly Retail Gasoline and Diesel Prices (Dollars per Gallon,Including Taxes) Area: U.S. v Period: Weekly v Show Data By: View (-Product C Area 13/20/23 03127/23 04/03/23 04/10/23 04/17/23 • '04/24/23 History Gasoline-All Grades ❑ 3.534 3.533 3.606 3.7031 3.769 3.765 1993-2023 All Grades-Conventional Areas 3.405 3.389 3.465 3.572' 3.632 3.623 1994-2023 All Grades-Reformulated Areas 3.794 3.822 3.887 3.965 4.044 4.050 1994-2023 Regular • u' 3.422 3.421 3.497 3.5961 3.663 3.656 1990-2023 Conventional Areas ❑ 3.321 3.304i 3.384 3.493 3.553 3.542 1990-2023 Reformulated Areas 0 3.644 3.6761 3.743 3.8221 3.902 3.905 1994-2023 Midgrade 0 3.935 3.9341 3.988 4.069I 4.134 4.142 1994-2023 Conventional Areas 0 3.749 3.735, 3.788 3.878! 3.936 3.935 1994-2023 Reformulated Areas 0 4.215 4.2341 4.288 4.360 4.435 4.454 1994-2023 Premium 0 4.247 4.247! 4.305 4.391 4.458 4.469 1994-2023 Conventional Areas i 0 • 4.075 4.0661 4.125 4.216 4.278 4.285 1994-2023 Reformulated Areas ❑ 4.454 4.464 4.520 4.600 4.674 4.688 1994-2023 Diesel(On-Highway)-All Types ❑ 4.185 4.128 4.105 4.098 4.116 4.077 1994-2023 Ultra Low Sulfur(15 ppm and Under) 0 4.185 4.128 4.105 4.098 4.116 4.077 2007-2023 Low Sulfur(Above 15 ppm to 500 ppm) 7 2007-2008 Click on the source key icon to learn how to download series into Excel,or to embed a chart or map on your website. -=No Data Reported; --=Not Applicable: NA=Not Available: W=Withheld to avoid disclosure of individual company data. Notes:Conventional area is any area that does not require the sale of reformulated gasoline.All types of finished motor gasoline may be sold in this area.RFG area is an ozone nonattainment area designated by the U.S.Environmental Protection Agency(EPA),which requires the use of reformulated gasoline.We stopped publishing Low Sulfur On-Highway Diesel(LSD)prices at the U.S.level on December 8,2008,because fewer stations were selling LSD as a result of EPA diesel fuel regulations.We continued to collect LSD prices from retail outlets and included them in the Diesel Average All Types price until July 26,2010, when no more outlets reported LSD sales.Beginning July 26,2010,publication of Ultra Low Sulfur Diesel(ULSD)price became fully represented by the Diesel Average All Types price.As of December 1,2010(September 1,2006 in California),any on-highway diesel fuel sold is ULSD as mandated by EPA on-highway diesel fuel regulations.We did not collect weekly retail motor gasoline data between December 10,1990,and January 14,1991.Monthly and annual averages are simple averages of the weekly data.For months and years with incomplete weekly data series,the monthly and/or annual averages are not available.On May 14,2018,we implemented statistical methodology changes to improve the accuracy of the weekly retail gasoline price estimates.As a result of these statistical methodology changes,the published retail gasoline estimates for May 14,2018,are not directly comparable to those published for May 7,2018.On June 13,2022,we implemented statistical methodology changes to improve the accuracy of the weekly retail on-highway diesel fuel price estimates.As a result of these statistical methodology changes,the published retail on-highway diesel fuel prices for June 13,2022 are not directly comparable to those published for June 6,2022. See Definitions,Sources,and Notes link above for more information on this table. Release Date:4/24/2023 Next Release Date:5/1/2023 Weekly West Coast(PADD 5)Except California i Diesel Retail Price... https:i/www.eia.gov/4 pet/histILeafHandler.ashx?n=pet&s=emd_epd... pp� U.S. Energy Information La Administration PETROLEUM & OTHER LIQUIDS OVERVIEW DATA ANALYSIS&PROJECTIONS GLOSSARY r FAGS Referring Pages: • Retail Prices for Diesel(On-Highway,)-All Types • West Coast less California Gasoline and Diesel Retail Prices View History: ®Weekly 0 Monthly 0 Annual Download Data(XLS File) Weekly West Coast(PADD 5)Except California No 2 Diesel Retail Prices 1, DOWNLOAD Dollars per Gallon 6 4 ...-cf-tr-li 0 2012 2013 2014 20'15 2016 2017 2018 2019 2020 2021 2022 -Weekly West Coast(PADD 5)Except California No 2 Diesel Retail Prices e� Source:U.S.Energy Information Adminiktration Chart Tools no analysis applied This series is available through the EIA open data API and can be downloaded to Excel or embedded as an interactive chart or map on your webslte. Weekly West Coast(PADD 5)Except California No 2 Diesel Retail Prices(Dollars per Gallon) Week 1 Week 2 Week 3 Week 4 Week 5 Year-Month End Date Value End Date Value End Date Value End Date Value End Date Value 2011-Dec 12/12 3.990 12/19 3.928 12/26 3.906 2012-Jan 01/02 3.900 01/09 3.927 01/16 3.945 01/23 3.938 01130 3.930 2012-Feb 02/06 3.928 02/13 4.017 02/20 4.054 02/27 4.227 2012-Mar 03/05 4.275 03/12 4.348 03/19 4.372 03/26 4.383 2012-Apr 04/02 4.378 04/09 4.377 04/16 4.356 04123 4.299 04/30 4.252 2012-May 05/07 4.226 05/14 4.192 05/21 4.152 05/28 4.089 2012-Jun 0644 4.022 06/11 3.902 06/18 3.820 06/25 3.758 2012-Jul 07/02 3.682 07/09 3.698 07/16 3.705 07/23 3.812 07/30 3.816 2012-Aug 08/06 3.883 08/13 4.078 08/20 4.184 08/27 4.288 2012-Sep 09/03 4.343 09/IO 4.358 09/17 4.321 09/24 4.249 2012-Oct 10/01 4.212 10/08 4.207 10/15 4.238 10/22 4.195 10/29 4.092 2012-Nov 11/05 4.068 11/12 4.098 11/19 4.038 11/26 4,070 2012-Dec 12/03 4.046 12/10 3.982 12117 3.933 12/24 3.915 12/31 3.928 2013-Jan 01/07 3.918 01/14 3.900 01/21 3.911 01/28 3.946 2013-Feb 02/04 4.076 02/11 4.187 02/18 4.236 02/25 4.221 2013-Mar 03/04 4,207 03/11 4.165 03/18 4,105 03/25 4.046 2013-Apr 04/01 4.016 04/08 4.023 04/15 3.970 04/22 3.885 04/29 3.833 2013-May 05/06 3.830 05/13 3.883 05/20 3.932 05/27 3.917 2013-Jun 06/03 3.899 06/10 3.870 06117 3.874 06/24 3.879 2013-Jul 07/01 3.856 07/08 3.864 07/15 3.917 07/22 3.956 07/29 3.970 2013-Aug 08/05 3.961 08/12 3.946 08119 3.965 08/26 3.973 / 2013-Sep 09/02 4.032 09/09 4.045 09/16 4.032 09/23 3.995 09/30 3.961 2013-Oct 10/07 3.936 10/14 3.939 10/21 3.954 10/28 3.941 2013-Nov 11/04 3,923 11'11 3.881 11/18 3.872 11/25 3.872 2013-Dec 12102 3.929 12/09 3.906 12/16 31884 12/23 3.883 12'30 3.930 2014-Jan 01/06 3.934 01/13 3.891 01/20 3.861 01/27 3.875 2014-Feb 02/03 3.902 0240 3.901 02/17 3.911 02/24 3.948 1 of 3 4/712022. 1:54 PM • • Weekly West Coast(PADD 5)Except California 2 Diesel Retail Price... https://www.eia.gov/i pet/hist/LeafHandler.ashx?n=pet&s=emd epd... End Date c Value End Date Value End Date I Value End Date I Value End Date l Value Year-Month End Date Value End Date Value End Date Value End Date Value End Date Value 2014-Mar 03/03 3.943 03/10 3.960 03/17 3.942 03/24 3.925 03/31 3.908 2014-Apr 04/07 3.894 04/14 3.893 04/21 3.945 04/28 3.954 2014-May 05/05 3.944 05/12 3.928 05/19 3.923 05/26 3.929 2014-Jun 06/02 3.923 06/09 3.899 06/16 3.903 06/23 3.973 06/30 3.994 2014-Jul 07/07 3.985 07/14 3.971 07/21 3.942 07/28 3.928 2014-Aug 08/04 3.930 08/11 3.935 08/18 3.930 08/25 3.921 2014-Sep 09/01 3.973 09/08 3.979 09/15 3.967 09/22 3.929 09/29 3.876 2014-Oct 10/06 3.855 10/13 3.802 10/20 3.742 10/27 3.706 2014-Nov 11/03 3.704 11/10 3.712 11/17 3.720 11/24 3.682 2014-Dec 12/01 3.651 12/08 3.519 12/15 3.371 12/22 3.228 12/29 3.155 2015-Jan 01/05 3.074 01/12 2.978 01/19 2.826 01/26 2.763 2015-Feb 02/02 2.716 02/09 2.756 02/16 2.817 02/23 2.889 2015-Mar 03/02 2.934 03/09 2.926 03/16 2.894 03/23 2.815 03/30 2.758 2015-Apr 04/06 2.742 04/13 2.720 04/20 2.796 04/27 2.865 2015-May 05/04 2.971 05/11 3.002 05/18 3.033 05/25 3.057 2015-Jun 06/01 3.055 06/08 3.001 06/15 3.001 06/22 3.007 06/29 2.978 2015-Jul 07/06 2.978 07/13 2.919 07/20 2.873 07/27 2.814 2015-Aug 08/03 2.761 08/10 2.706 08/17 2.690 08/24 2.610 08/31 2.564 2015-Sep 09/07 2.590 09/14 2.571 09/21 2.550 09/28 2.541 2015-Oct 10/05 2.560 10/12 2.603 10/19 2.576 10/26 2.567 2015-Nov 11/02 2.549 11/09 2.607 11/16 2.602 11/23 2.555 11/30 2.510 2015-Dec 12/07 2.477 12/14 2.431 12/21 2.373 12/28 2.318 2016-Jan 01/04 2.303 01/11 2.258 01/18 2.198 01/25 2.160 2016-Feb 02/01 2.117 02/08 2.073 02/15 2.043 02/22 2.050 02/29 2.054 2016-Mar 03/07 2.097 03/14 2.153 03/21 2.179 03/28 2.177 2016-Apr 04/04 2.179 04/11 2.200 04/18 2.251 04/25 2.282 2016-May 05/02 2.357 05/09 2.368 05/16 2.425 05/23 2.502 05/30 2.565 2016-Jun 06/06 2.600 06/13 2.610 06/20 2.606 06/27 2.600 2016-Jul 07/04 2.599 07/11 2.596 07/18 2.569 07/25 2.536 2016-Aug 08/01 2.492 08/08 2.454 08/15 2.441 08/22 2.498 08/29 2.555 2016-Sep 09/05 2.563 09/12 2.553 09/19 2.524 09/26 2.515 2016-Oct 10/03 2.524 10/10 2.591 10/17 2.635 10/24 2.645 10/31 2.655 2016-Nov 11/07 2.673 11/14 2.657 11/21 2.637 11/28 2.635 2016-Dec 12/05 2.679 12/12 2.690 12/19 2.705 12/26 2.727 2017-Jan 01/02 2.757 01/09 2.774 01/16 2.755 01/23 2.750 01/30 2.744 2017-Feb 02/06 2.748 02/13 2.761 02/20 2.767 02/27 2.772 2017-Mar 03/06 2.779 03/13 2.736 03/20 2.702 03/27 2.703 2017-Apr 04/03 2.735 04/10 2.772 04/17 2.791 04/24 2.786 2017-May 05/01 2.775 05/08 2.747 05/15 2.728 05/22 2.725 05/29 2.735 2017-Jun 06/05 2.724 06/12 2.681 06/19 2.655 06/26 2.626 2017-Jul 07/03 2.628 07/10 2.653 07/17 2.656 07/24 2.678 07/31 2.704 2017-Aug 08/07 2.747 08/14 2.788 08/21 2.786 08/28 2.806 2017-Sep 09/04 2.931 09/11 3.007 09/18 3.009 09/25 3.008 2017-Oct 10/02 3.018 10/09 2.993 10/16 3.003 10/23 3.015 10/30 3.020 2017-Nov 11/06 3.075 11/13 3.120 11/20 3.107 11/27 3.113 2017-Dec 12/04 3.106 12/11 3.072 12/18 3.044 12/25 3.026 2018-Jan 01/01 3.073 01/08 3.087 01/15 3.098 01/22 3.083 01/29 3.120 2018-Feb 02/05 3.144 02/12 3.107 02/19 3.072 02/26 3.064 2018-Mar 03/05 3.064 03/12 3.052 03/19 3.060 03/26 3.147 2018-Apr 04/02 3.202 04/09 3.226 04/16 3.326 04/23 3.366 04/30 3.394 2018-May 05/07 3.409 05/14 3.482 05/21 3.503 05/28 3.514 2018-Jun 06/04 3.508 06/11 3.489 06/18 3.473 06/25 3.453 2018-Jul 07/02 3.475 07/09 3.471 07/16 3.456 07/23 3.436 07/30 3.437 2018-Aug 08/06 3.432 08/13 3.425 08/20 3.423 08/27 3.433 2018-Sep 09/03 3.469 09/10 3.465 09/17 3.473 09/24 3.473 2018-Oct 10/01 3.506 10/08 3.558 10/15 3.591 10/22 3.587 10/29 3.564 2018-Nov 11/05 3.538 11/12 3.514 11/19 3.475 11/26 3.455 2018-Dec 12/03 3.406 12/10 3.357 12/17 3.313 12/24 3.281 12/31 3.246 Year-Month Week 1 Week 2 Week 3 Week 4 Week 5 2019-Jan 01/07 3.180 01/14 3.130 01/21 3.115 01/28 3.099 2019-Feb 02/04 3.087 02/11 3.084 02/18 3.104 02/25 3.141 2019-Mar 03/04 3.155 03/11 3.162 03/18 3.139 03/25 3.156 2019-Apr 04/01 3.153 04/08 3.189 04/15 3.252 04/22 3.309 04/29 3.346 2019-May 05/06 3.345 05/13 3.355 05/20 3.352 05/27 3.338 2019-Jun 06/03 3.320 06/10 3.282 06/17 3.238 06/24 3.206 2019-Jul 07/01 3.205 07/08 3.208 07/15 3.209 07/22 3.198 07/29 3.186 2019-Aug 08/05 3.182 08/12 3.164 08/19 3.158 08/26 3.139 2019-Sep 09/02 3.139 09/09 3.131 09/16 3.161 09/23 3.238 09/30 3.228 2019-Oct 10/07 3.215 10/14 3.240 10/21 3.290 10/28 3.379 2019-Nov 11/04 3.413 11/11 3.435 11/18 3.444 11/25 3.387 2019-Dec 12/02 3.382 12/09 3.323 12/16 3.280 12/23 3.252 12/30 3.274 2020-Jan 01/06 3.264 01/13 3.241 01/20 3.206 01/27 3.198 2020-Feb 02/03 3.146 02/10 3.098 02/17 3.081 02/24 3.072 2020-Mar 03/02 3.054 03/09 3.026 03/16 2.954 03/23 2.879 03/30 2.798 2020-Apr 04/06 2.754 04/13 2.695 04/20 2.640 04/27 2.593 2020-May 05/04 2.545 05/11 2.557 05/18 2.543 05/25 2.561 2020-Jun 06/01 2.560 06/08 2.578 06/15 2.579 06/22 2.591 06/29 2.586 2020-Jul 07/06 2.596 07/13 2.594 07/20 2.597 07/27 2.586 2020-Aug 08/03 2.592 08/10 2.588 08/17 2.586 08/24 2.590 08/31 2.603 2020-Sep 09/07 2.584 09/14 2.575 09/21 2.557 09/28 2.554 2020-Oct 10/05 2.534 10/12 2.538 10/19 2.542 10/26 2.537 2020-Nov 11/02 2.541 11/09 2.572 11/16 2.686 11/23 2.713 11/30 2.742 2020-Dec 12/07 2.724 12/14 2.751 12/21 2.768 12/28 2.770 2 of 3 4/7/2022, 1:54 PM - Weekly West Coast(PADD 5)Except Californi( ht tps://wwvv.eia.gov/C Diesel Retail Price... https://ww .eia.gov/c -,•pet/hist/LeafHandler.ashx?n=pet&s=emd epd... Week 1 Week 2 Week3 Week4 Weeks Upper Threshold=3.75 Year-Month End Date Value End Date Value End Date Value End Date Value End Date Value 2021-Jan 01/04 2.771 01/11 2.793 01/18 2.804 01/25 2.816 Lower Threshold =3.07 2021-Feb 02/01 2.841 02/08 2.897 02/15 2.960 02/22 3.063 2021-Mar 03/01 3.174 03/08 3.228 03/15 3.270 03/22 3.315 03/29 3.272 2021-Apr 04/05 3.259 04/12 3.248 04/19 3.248 04/26 3.250 2021-May •05/03 3.282 05/10 3.313 05/17 3.383 05/24 3.395 05/31 3.410 Base Price 2021-Jun 06/07 3.446 06/14 3.465 06/21 3.462 06/28 3.494 2021-Jul . 07/05 3.550 07/12 3.568 07/19 3.598 07/26 3.610 2021-Aug 08/02 3.661 08/09 3.675 08/16 3.682 08/23 3.643 08/30 3.645 2021-Sep 09/06 3.664 09/13 3.661 09/20 3.663 09/27 3.664 2021-Oct 10/04 3.717 10/11 3.784 10/18 3.860 10/25 3.891 2021-Nov 11/01 3.932 11/08 3.974 11/15 4.009 11/22 4.009 11/29 4.032 2021-Dec 12/06 3.992 12/13 3.970 12/20 3.941 12/27 3.917 2022-Jan 01/03 3.927 01/10 4.002 01/17 4.067 01/24 4.110 01/31 4.184 2022-Feb 02/07 4.250 02/14 4.261 02/21 4.256 02/28 4.295 2022-Mar 03/07 4.978 03/14 5.416 • 03/21 5.319 03/28 5.402 2022-Apr 04/04 5.312 -=No Data Reported; --=Not Applicable;NA=Not Available;W=Withheld to avoid disclosure of individual company data. Release Date:4/4/2022 Next Release Date:4/11/2022 Refening Pages: • Retail Prices for Diesel(9n:Highway)-All Types • West Coast less California Gasoline and Diesel Retail Prices • 3 of 3 4/7/2022, 1:54 PM { • • Washington State �� Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. 140 Contract No. Station Line C/S CAG 20-065 Duvall Ave NE King Staked By Date Work Started Work Completed 4/19/23 4/11/23 4/14/23 Calculated By Date Checked By TLS Date Inspector's Signature Date MB 4/19/23 4/27/23 Al2 - Flaggers Al 3 - Other Traffic Control Labor 4/' 3/23 - 7.5 HR 4/12/23 - 0.5 HR 4/'4/23 - 6.5 I-R 4/13/23 - 0.5 HR 4/' 8/23 - 8.5 I-R '1/11/23 0.5 HR 4/'9/23 - 10 HR 4/18/23 - 1.5 HR 4/19/23 - 14 HR kV Total = 32.5HR Total = 17 I IR • Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. Al2 Flaggers 4/14/23 HR 32.5 TC Report MB TLS 16 A13 Other TC Labor 4/14/23 HR 17 TC Report MB TLS 16 • DOT Form 422-636 EF Revised 9/96 WWashington State Ali Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. Contract No. Station Line CiS CAG 20-065 926+35 to 914+35 Duvall Ave NE King County Staked By Date Work Started Work Completed 7am 5pm Calculated By 1 Date Checked By Date Inspector's Signature Date MB 4/19/23 TLS 4/27/23 j /,,//efeG,,,j 4/18/2023 ■EIMINFitt=' ■■■■■■■■EN ou n of 53:!!!!!IMEwr■+r■� ■■■■■■■■■■■■■■RNONIONr 4#0M0 1 • A uramommitgn ■■■■ GfZili11i11��■ ■uivisi•■■■■■■■■r�r======.0.�E■■ pm■mmus �� *�1 1■■ 1 I� = . _ ■■ I - ■■ I ,_ me y � I 1 .';; ■■ I .\\ I h r ':' ■■ 1 \ i ■■ I a I ' .:1■■ ■■■■■■■■■■■■■■■ -, 1■■ ■■■■■■■■■■■■■■■ ,.ie 1■■ ■■■■■■■■■■■■■■■ }"�"�'� ,. :,..A.,,, r ,- ..� 1■■ ■■■■■■■■■■■■■■■ e !%*t-.,r;, - ...----J■■ Group Basis of Material CAPS Entry Initials Item No. Item No Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A63 a- — - _ - 4/19/2023 Lump A17 Sequential Arrow sign' 4/19/2023 hr 10 MB TLS 16 DOT Form 422-636 EF Revised 9/96 Washington State �� Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. 1 38 __ Contract No. Station Line C/S CAG 20-065 Duvall Ave NE King County Staked By Date Work Started Work Completed 7:30am 5:00pm Calculated By Date Checked By Date Inspector's Signature Date MB 4/19/23 joadia,m'G 4/18/2023 MEL 13=E ilg�onili MEMI Infflrimill ■■■■■■■■■E■■■ n rbmork I■ 111■■111■■■■■ II■■■ I. ■■■.■■■■■■■. .- I■ • I. Initials Item No. Item Group Date Unit Quantity RAMS No. Basis of Material CAPS Entry Est.No. No. Acceptance No. Post OK A05 Elect lull complete 4/18/2023 A42 Cone class 4000 retaining wall , 4/18/2023 No paymert, sacking for graffiti coating DOT Form 422-636 EF Revised 9/96 0 e •remari and on: labor clean out filterras. C -w starts at 7:30a and ends at 5:00pm. 441.111tt. . .-54.404110010. 0,‘ . - • • 11 " .• . • 01R.- '164 • DOT Form 422-636 EF Revised 9/96 Washington State •/ Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. Contract No. Station Line C/S CAG 20-065 894+60 and 904+20 Duvall Ave NE King County Staked By Date Work Started Work Completed 7:30am 2:30pm Calculated By I Date Checked By Date Inspector's Signature Date MB 4/19/23 toad/cr., 4/17/2023 ■� llE • ■■■■■■E n adgri 0 Za ni■ ■■■■■■■■■■■■■IIii I li #4*�T.1TAJt U ■■■■■■ ■ ■■■rmsomm■■n■r�r■■■m■■■ , ■■■■ IN � ,'� ■■■ I _.�.;'' SEMI ■ 'a• '-,--.-- —' ,411,1*8 4: . .�7 4S- ME ! t'y*;, ■■■■% °" ■■ . !3 A .d 4 f f ■■■■ � ■■ • • �i 4 - ■■■■ �1i. a MIN. ■■■■ _ ■■ • _. z-le . ,..„.,...3 i ■■■■ F .x ■■ ■■ � ■■■■■■ ■■ ■■■■■■■■■■■■■ ■■ ■a■ Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. 23-"M's Iuwar alreel liylltb II aldll 4/17/2023 Liu nil A-05 EIeattit,al syteni1 wniplele 4/17/2023 Lunip A-42 Conc class 4000 retaining wall 4/17/2023 Lump no payment, sacking for anti-graffiti 1 DOT Form 422-636 EF Revised 9/96 ■■■■■■■■■■■■■I■E' " TEEM■■■r■■■■ ■■■■r R - �� 47 - 1 -1■■■■ I■■■■ ■■■■■ : F I■■■■ ■■■■■ IEEE■ ■■■■■ • MIME •■■■■■ - IEEE■ ■■■■■ { ME■ ■■■■■ l ■■■ M■MM w, - ■■■■ ■■■■■ T ■■■■ ■■■■■ I■■■■ MENU I■■■■ ■■■■■ I■■■■ ■■■■■■■■■■■■■■■■■..■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■MIEN■■■■■■■■■■■MIEN■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■M■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ DOT Form 422-636 EF Revised 9/96 Washington State i/ Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. Contract No. Station Line CIS CAG 20-065 913+46 to 918+26 Duvall Ave NE 1 King County Staked By Date Work Started Work Completed 8:00am 4:30pm Calculated By Date Checked By Date Ins ctor's i n t re Date MB 4/19/23 TLS 4/27/23 oa euiviv 4/13/2023 A67 - Topsoil Type A Transportation systems nstall 5 light poles 4/13 - 75 CY *See tickets from 913+46 to 918+26 Clew begins at 10am crew finished at 2pm k r W S 1\'` See LSFNRfor W= -- '- --- --- -I = lump sum items W c 1 in g 10 ,AA co 1 \ I i A17 - SequAntia' I—.- - 4 - -- - - - — - -4; Arrow Sign z..-< <<t-- � • 4/13/23 - 7 HR 9+00 W �, A A \ L Q rm p P n -- ,—yam-- ---- �A / P r r r O i >_ tWll 8 a. en CLINE zDUVALLAVENUE NE I u �lYtairApki A A Al'0V4k111; (puma, °MAW —"------I lriliir Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. 2 -AI 14A Luwer alreet liyhls iulaldlled -4/13/2023 Lump A-42 Conc class 4000 retaining wall 4/13/2023 Lump A85 Dec system complete Duvall Lump A67 Topsoil Type a 4/13/2023 Cu/yd 75 tis MB 16 A17 Sequential arrow sign' 4/13/2023 hr 7 TLS MB 16 DOT Form 422-636 EF Revised 9/96 11111111111111111ENNEIMIENNE2MEMTEM=1111MMII 11111111111111=MENIIIMMEMEIMEINIEMEMEMIIME IIIMEIMEN11111111111111111WENEMPIIMIPENNEMIEN MENNEN11111111111MMI ' ' IIMM 1111111111111111•1111111111MEMI - III MEMIIIIIIIMMEMEN1111 . T. .............. •, .. .............1/44 -- .. ............. _. ..,, . T,„:„ ... .............. __ ., I... .............• , ... ............. ,,,,,,. / - , ... ............. , ,. ANN MEMMMINIMMEMEM ME= MMEMEMIIIMEMMINIMEMMEMINIMMEMIIMMEM MMEMMEMMEMMMEMEMMIIMMINIMMEMEMME MMEMMIIMMEMMEMMEMMEMEMMEMMOIMMEM 111111111MMEMEMMMINIMME=TEMEMEMMEEMM MEMMEMEMMEMEMEMPRQWZMEMEMINIMME MMEMMEMMEMMIII""4"ammmmimmnill IIMMEMMEMMEM - MM. MEMMEMOMMEM ' MM. MEMMEMMEMMEM fr _ ,. mg mommummom --ii ilmm mommommommim - , ,, , , mm NENNENEENNEff _i._ .:0 r:4A--,r-,. 0 Arscwl* -- - ME ....111111111.1111111 I _..,-7::' ::-- 11111 111.1111.11.11..... : ' - '- . t----' , 111.1 EIMMEMEMEMIEll - . '' - - - ME 11.11111111111111.... 0 7 - -1: .: _.-;:2--!r-1 N s, EN ............ - ' - - -- 1- - - 111111 MINEENNEEM151111 - ' 41‘' ligattim.....amo NEENENEENNENNEEN NENNENNENEEN ENNENNENNEENEEN Nummlommum NENNENNENNEINEN immommimmom NIENNENNENEENNEN NEENNENEINEN NommilmotimmENNENNENENENNIEN ENNENNENENNEENNENNENNENNENNEIE DOT Form Revised 9/96 Washington State �� Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. 1 35 Contract No. Station Line C/S CAG 20-065 898+50 to 906+00 Duvall Ave NE King County Staked By I Date Work Started Work Completed 6:00am 3:00pm Calculated By `Date Checked By Date 1 Inspector's Signature 1 Date MB 4/19/23 `A AiJ vn 4/13/2023 Three man crew pulls wire today on the East side of Duvall works begins at 6:00am and completes at 3:00pm E / o ( m " m 5 W ( 0 Lii 900.00 c � Non DUVAAVENUENEN A ,y ( J — ------------- a m i ( 1 PLAN See LS FNR or BI 85 Elec`rical System Complete Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A-85--Elft.t.;cal system conipl.l. 4/13/2023 DOT Form 422-636 EF Revised 9/96 • DJ f r R -I !/ 03 d a g W W N o DUVALL AVENUE NE C-LINE F Z.' 0 STA 903+14, z 40.0'RT _A _ ELECTRICAL LEGEND: e A ` m m 0 JUNCTION BOXES(WSOOT TYPES 1,2,8) -.1 m CONTROLLER CABINET PLAN - DECORATIVE ROADWAY POLE AND LUMINAIRE 71 m SERVICE CABINET SCALE IN FEET (10 r 0 20 40 STREET UGHT OID SMALL CABLE VAULT DOT Form 422-636 EF Revised 9/96 • Washington State Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. 134 Contract No. Station Line C/S CAG 20-065 914+00 Duvall Ave NE King County Staked By Date Work Started Work Completed 9:00am Calculated By Date Checked By Date Inspector's Signature I Date MB 4/19/23 toemi,,w ir,„Ii 4/11/2023 irEE = oneE st id- o D zmoria =-- ng zE3No h ■■■■■■■■■■■■■■■■■■QMEMmSIMI■■■■ ■■■■■■■■■■■■■■■■■■EETEICI iM■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■MI■■■■■■■■■■■■■ ■■■■■,••••■■■■■■ ----■■■■■■■ ■■■■■1- ■■■■■■■ ■■■■■ ■■■■■■■ ■■■■■ ■■■■■■■ ■■■■■1 1 ■■■■■■■ ■■■■■ ■■■■■■■ ■■■■■ ■■■■■■■ ■■■■■ r f - ■■■■■■■ ■■■■■ .' '.1 -,._L ■■■■■■■ ■■■■■ r -. ■■■■■■■ ■■■■■ ■■ ■■■ ■■■■■ _. 4 .. . ■■■■■■■■ ■■■■■ ' ■■■■■■ ■■■■■1- ■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Group Basis of Material CAPS Entry Initials Item No. Item No Date Unit Quantity RAMS No. Acceptance No. Post OK - Est.No. A42 Class 4000 Wall 4/12/23 no payment, sacking walls for anti-graffi _i DOT Form 422-636 EF Revised 9/96 Crew pulls wire at station 941+00 heading to the north Crew starts at 10:45am Crew ends at 3:00pm ". ,%� al e----a—�--c a ac = c o—c o o Fl - ,_ --- _—-- r O Lu — ,.- — p L= ,, —e w — w —,-- -w w w w `/ W _ LL rn / SS-- SS-----,, 55 55 _— - in C-LINE _ 899F00 __ - , / 901+00 _ — — — I — —--+— +., — --4- 0o / Q H , W A A i z A. , -�.Q_'-'-'-9__,_9-- - r —`+ 'ice S© Q O . \\ �'`\ 1 Ol PLAN • DOT Form 422-636 EF Revised 9/96 7 ` Wi" Washington State Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. 133 Contract No. Station Line C/S CAG 20-065 Duvall Ave NE Kin Count Staked By Date Work Started Work Completed Calculated By Date Checked By Date Inspector's Signature Date • MB 4/13/23 jo�Pj4efeGi'mv Duvall works begins at 6:00am and completes at 3:00pm N- _ _-.�______.-___ _..- __-_._- - -__.-__- ._ - __ _ 1 _ .-_ W 2 ,„, DUVALL AVENUE NE s—,*� 1 8$MO ___ __-�.00__ __ BO1w __ _--_--� m ( co F N z AA A -\�--- ------ A , �,-_a ' ( O '\ 0 Ao _ ' ` _ A o' o� _ PLAN rk See LS FNR for BI 85 Electrical System Complete Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. DOT Form 422-636 EF Revised 9/96 i , ffCC� Q W W V1 a ] DUVALL AVENUE NE CAINEm 904+00 905+00 906+00 Qh - J H t W in STA 903+14, z 40.0'RT 1 - 2 /=� ELECTRICAL LEGEND: A A • IF IB JUNCTION BOXES(WSDOT TYPES 1,2,8( "+ m CONTROLLER CABINET PLAN LE IN FEET♦ RT DECORATIVE ROADWAY POLE AND LUMINAIRE :?:I ® SERVICE CABINET SU® �� 0 20 40 • -›**,' STREET LIGHT ® SMALL CABLE VAULT - DOT Form 422-636 EF Revised 9/96 Washington State /• Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. Contract No. Station Line C/S CAG 20-065 Duvall Ave NE Kin Count Staked By 1 Date Work Started Work Completed 1 Calculated By 'Date Checked By Date Inspector's Signature ;Date MB 4/13/23 ioadiriru„,►vr„ I IMEN1111111111MM1111111111111•==IIMMEMEN1111 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ■iIN•ww•■■■■■■■■•■■■■■■■ ■■■■■I---. _ ■■■■■■■ ■■■■■I ■■■■■■■ ■■■■■ t =- ,: ..�. 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Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. DOT Form 422-636 EF Revised 9/96 • See LS FNR for BI 85 Electrical System Complete rr • 1.11 V w W o 1n C-LINE— os + 899+00 900+00 901+00 CT) — — 00 Q AAW z A • 0 O A Ql W .O � z PLAN -4Q • • • DOT Form 422-636 EF Revised 9/96 State W Dew awn Field Note Record (Sketch Grid) Book No. Page No. 131 Contract No. Station Line C/S CAG 20-065 892+00 to 925+00 Duvall Ave NE King County Staked By Date Work Started Work Completed 7:30AM 3:00PM Calculated By !Date Checked By I Date Inspector's Signature I Date Huy Huynh 3/28/2023 MB 4/3/23 Huy Huynh 3/28/2023 111111111 Patch A Grinding Start Time : 8:30AM — Foreman : 1 hour 30 min I I I Grinding End Time : 8:45AM Laborers (4): 1 hour 30 min STA: 902+80 Paving Start Time : 12:00 PM —' Width : 28' .Paving End Time : 1:30 PM —. Length : 9' Ticket Number : 12144230 Grinder : 15 min Depth : 2" Paver : 1 hr 10 min A36 : Planing Bituminous Paveriert ' 9 x2879 = 23 SY "ray ' 35.7 SY - • \ • 85.4 SY Sta 902+80 L•9' 35.8 SY No Pay W:P8' 2d.9 SY 36.5 s" D:2" I 110.8 SY - 125.4 :Y TDta = 320 6 SY Tntal = 161 9 SY A37 7 H VIA in cc *Pay J26 - 60.62 I N -See tickets 9'-0• 320.3/482.5 = 66% to be paid u ' Total = 60.82TNx6E% = 40.14TM . o ao W • N W Al2 - Flaggers "' 3/28 - 30 H Ir< ___ o 0 A13 -Other TC Labor :-• :.:. :.:-:-:-• " o . 3/26 - 9 H R c, Q Group Basis of Material CAPS Entry Initials Item No. Item Date Unit Quantity RAMS NoNo. . Acceptance No. Post OK Est.No. A37 HMA CL 1/2"PG 64-22 3/28/2023 TN 40.14 013,079 Calc MB TLS 16 A36 Planing Bituminous 3/28/23 SY 320.6 N/A Calc MB TLS 16 Pavement Al2 Flaggers 3/28/23 HR 30 N/A TC Report MB TLS 16 A13 Other Traffic Control 3/28/23 HR 9 N/A TC Report MB TLS 16 Labor - DOT Form 422-636 EF Revised 9196 Patch B I I I Foreman : 1 hour 30 min _ STA: 901+20 Grinding Start Time : 8:45AM Laborers (4): 1 hour 30 min Width : 19'-9.5" Grinding End Time : 9:05AM Length : 16'-3" Paving Start Time : 11:40AM Depth : 2" Paving End Time : 12:50PM Grinder : 20 min Ticket Number : 12144230 Paver : 1 hr 10 min A36 - Planing Bi'uminous Pavement 19-9.5"x16'-3"/9 = 35.7 SY *Pay Sta 901+20 L: 19'-9.5" . W: 16'-3" D: 2" 19 a AI 1 '-9 /2" 14-/ rn 6.2 STA 902+12 • 14 0.( • DOT Form 422-636 EF RewwI 9,96 Patch C t Foreman : 1 hour 30 min - STA: 901+70 Grinding Start Time : 9:10AM Laborers (4): 1 hour 30 min Width : 28'-4" Grinding End Time : 9:30AM Length : 271-5.5" Paving Start Time : 11:20AM Depth : 2" Paving End Time : 12:30PM Grinder : 20 min Ticket Number : 12144230 Paver : 1 hr 10 min A36 - Pia ling Bialmjnous Pavement 27-5 5"x281- "/9 = 86.4 SY *Pay Sta 901 2T-5.5" W. 28'-4" D: . _ MIPIPIIIIIMM a a 14E-2 7" 5 112" N.) cc. • /, DOT Form 422-63E E' Revised 9;96 , • Patch D • I I Foreman : 1 hour 30 min - STA: 896+70 Grinding Start Time : 9:45AM Laborers (4): 1 hour 30 min - Width : 15-4.5" and 10'-9" Grinding End Time : 10:05AM Length : 15'-7.5" and 7'-7" —Paving Start Time : 11:00AM Depth : 2" _Paving End Time : 12:10AM Grinder : 20 min Ticket Number : 12144230 Paver : 1 hr 10 min _ • A36 - Plaiing Biuminous Pavement 15-7.5-x'51-4.5'79 = 26'.7 SY 10-9"xT-7"/9-- 9.1 SY Total = 35.8 SY *Pay Sta 896+70 L: 15' - 7.5" W: 15'- D: 2' 10 15'-7 En +DUVALL Ar +oo -----. • • • . • , . . . . . . . _ DOT Form 422-636 EF Revised 39t Patch E I I Foreman : 1 hour 30 min _ STA: 892+47 Grinding Start Time : 10:05AM Laborers (4): 1 hour 30 min Width : 15'-4.5" Grinding End Time : 10:25AM - Length : 14' ' Paving Start Time : 10:40AM - Depth : 2" Paving End Time : 11:50PM Grinder : 20 min Ticket Number : 12144230 Paver : 1 hr 10 min _A36 - pIapinq Bituminous Pavement 14 x15'-4.5"/9 = 23.9 SY *Pay • S1a892,•07 L. 14' 1M; 15' •4.5' jT DUVALL AVENUE NE 892.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DOT Form 422-636 EF Revised 9,96 I t S Patch F _ I I I Foreman : 1 hour 30 min — STA: 906+30 Grinding Start Time : 10:30AM Laborers (4): 1 hour 30 min — — Width : 14'-7" Grinding End Time : 10:50AM — Length : 221-6" Paving Start Time : 12:30PM_ — Depth : 2" Paving End Time : 1:40PM Grinder : 20 min Ticket Number : 12144230 Paver : 1 hr 10 min A36 - Plaiing Biunlinous Pavement 22-6"x14-7"i9 = 36 5 EY *No Pay ...... N......• \ 1 61,k. 4 .0_ ____ ___ ...... •••••••••11 •••• , \ L Sta 906+30 D: 2" ' v) i al SEB 2 . \ r-1 LL1 I i i Z DOT P,xm 422 536 EF Rev 996 • Patch G I I Foreman : 1 hour 30 min STA: 924+70 Grinding Start Time : 12:00AM Laborers (4): 1 hour 30 min — Width : 14'-8" Grinding End Time : 12:20AM Length : 145 Paving Start Time : 1:30PM Depth : 2" Paving End Time : 3:00PM Grinder : 20 min Ticket Number : 12144230 Paver : 1 hr 10 min - A36 - Planing Bituminous Pavement A36 - Planing BituTinous Pavpment 14;-8x6879 = 1 ' 0. SY *Pay 14'-8''x77'/9 = 125.4 Sl? *\lo Pay • --7/7 iiri;.7.• . • PLAN SCALE IN FEET 0 20 40 Sta 924-70 L: 145' W: 14' 8" D: 2" 11 1 I I I I 1 1 1 DOT Form 422-635 EF Revised 9,96 t. i i 7:-.7 ':4 Oa500-Auburn Asphalt Date: 3/28/2023 # * CON 4040 Kersey Way Time: 2221:05PM ! Auburn,WA 98042 Vehicle: LAKERID33 Customer: 60304 Order: LAKRI02301-2023 HMA/AGG VOL PRICE(F08J3:1.2023. Cust.Name: Lakeridge Paving Co. Pounds Tons Disp II: 15753 Address&instructions: lob Reed Duvall Ave" Gross 66,320 33.16 Renton P.O.: t121269L Tare 28,040 14.02 Net 38,280 19.14 Weighmaster: Mike Morris Product Loads TotalQty Ticket e4, UQM 12144230 1/2"PG 58H-22(64-22) 3 60.82 19.14, Ton, Thank youfor your.business! WA RNflG'HOT MIX ASPHALT(HMA)TEMPERATURES CAN 9ra'EII33QDEGREES.Use eppropnato protective equipment when wor5LRe with HMA, Sea reverse side for warranty and shipment delivery condbens. 0 , • p .: 4Y,� 04500-Auburn Asphalt Date: 3/28/2023 ICQf4040 Kersey Way Time: 1132:33AM Auburn WA 98092 R Vehicle: TIGER127 Customer: 60304 Order: tAKR1D2301-2023 HMA/AGG VOL PRICE(FOB)3.1.2023 Cust.Name: Lakeridge Paving Co. { Disp p: 15753 Pounds Tons Address&Instructions: Job: Reed Duvall Ave Gress 85,960 42.98 Renton P.O.: P212691 Tare 33,640 16.82 Net 52,320 26.16 ,` Weighmaster: Mike Morris , Product Loads Total Qty Ticket Qty t)OM 121'442301I2"PG 58H-22(64-22) 2 41.68 26.16 Ton vJn0.RiNCi HOT MtX ASPHALT{NMN)TEMPERATURES C CM Thank yoU'for your business) '" '... FSCrEO33oDEGREES.Use appropriate protucpva equipment when working with MIA.Sue reverse skin for warranty and shipment dugverycarttlitbns. �� t I , + ..w.......- ,w,,IvIutCI IaIJ 04500-Auburn Asphalt Date: 3/28/2023 4040 Kersey Way Time: 9:24:41AM ICONAuburn,WA 98092 Vehicle: WKERID33 MATERIALS Customer. 60304 Order: LAKR102301•2023 h,MA/AGG VOL PRICE(FOB)3.1.2023 Cust.Name: Lakeridge Paving Co. Disp 4: 15753 Pounds Tons _ Address&Instructions: Job: Reed Duvall Ave Gross 96,920 48.46 Renton P.O.: #21269L Tare 65,880 32.94 Net 31,040 15.52 Weighmaster: Mike Morris Prs ( Loads Total Q(y Ticket Qty QQjy( 12144230 112"PG 58H-22(64-22) 1 15.52 15.52 Ton 'MARNIN6,iQt , Thank you for your ousiness! N.;A$I,qr(, 1 IEMPE ATUIIES CAN ES(CFED 330 DEGREES,U..pptoptle.protect,.a awpmant when wortmi W.r1IAA lee tr+w,o side for warranty and,hoplMnt delrvary cond,t rN. y ` I t 0 • • tl / , xa. 3 ';, . •y a MAPLE VALLEY SALES YARD TRANSACTION #1162107 Customer Service(877)764-5748 `,,=11, ..;... 1162107 ACCT. 0079520049 JOB# �\ BID# CUSTOMER NAME: DUVALL AVE NE PAVEMENT PRESERVATION-GC PO# DUVAL WO# TERMS: Net 30 Days DUMP LOCATION: INSIDE DRIVER: Pounds Tons Scale DATE IN: 04/13/2023 DATE OUT: 04/13/2023 Gross Wt: 00 00000 In Scale TIME IN: 09:13:09 TIME OUT: 09:13:41 Tare Wt: 00 00000 Out Scale TRUCK#: CAD4 TRAILER#: Net Wt: 00 00000 ORIGIN: UNSPEC ITEM DESCRIPTION UOM QTY UNIT PRICE I TOTAL] M221 TOPSOIL TYPE A CUBIC YARD 15.00 r *- This product is made from recycled green waste and food waste.Cedar Grove's manufacturing process involves minimizing,screening,and removing inert particles and pieces that are commonly •� found in commercially composted feedstocks.Some level of inert materials may still be present in this product after it is cleaned and processed.These Materials will not harm your plants, r vegetables,or landscape. I Help keep our compost clean by keeping bags,bottles,and plant tags out of your yard bins.Thank you for using a recycled product and closing the loop! CREDIT TERMS: Customer agrees that all credit charges are net 15th aprox.And that past due accounts shall be charged I%per month late fee,minimum$1.5.Customer agrees to pay all charges,past due amounts, costs and reasonable attorney's fees. CUSTOMER STATEMENTS: Customer warrants that no materials delivered by customer to the facility contains chemical residues,paint,petroleum products,toxic substances or any other unauthorized material or contaminant. Customer acknknowledges that while Cedar Grove personnel will make every effort to place material at the Customer site as directed by customer,Cedar Grove assumes no responsibility for , damages inside Customer site Customer understands that color and texture of products received by Customer from Cedar Grove may vary due to the natural decomposition process mid the different organic materials used to create it,and acknowledges that these variations do not affect the overall performance of the product.Customer also understands that some residue heat may be present in the material due to naturally occuring microbes,the materials dark color and the volume of the material loaded or delivered,and that any such heat is not harmful to plants and will dissipate when the material is spread or tilled into the soil. Customer acknowledges that Cedar Grove has made no warranties with the sales,implied or otherwise,including but not limited to warranties regarding merchantability or fitness for particular purpose. NOTICE:OUR DRIVERS WILL MAKE EVERY EFFORT TO PLACE MATERIALS WHERE CUSTOMER DESIGNATES BUT THE COMPANY ASSUMES NO RESPONSIBILITY FOR DAMAGES INSIDE CURB OR PROPERTY LINE.THE PARTIES AGREE THAT THE IMPLIED WARRANTIES IF MERCHANT ABILITY AND FITNESS FOR A PARTICULAR AND ALL i !It'I'A it It\VTIES.EXPRESS OR IMPLIED,ARE EXCLUDED FROM THIS AGREEMENT. t X X t !.ilure Printed Name Date ('I ,TO'II K ( UhIhll N,FS: I) \I 111I I NSAGL: -40 Scale Attendant: ,,ss ledge that Cedar Grove shall not be responsible for any damage sustained to my vehicle resulting from the loading of material into my vehicle. It is my sole obligation to ' and limitations of my personal vehicle,and I will take them into account before agreeing to have any material loaded into my vehicle. Initial • r , • 1 u, R MAPLE VALLEY SALES YARD o`� TRANSACTION # 1162172 0 Customer Service(877)764-5748 ` �Al 1162172 ww..cytsmva0t.com ACCT: 0079520049 JOB# BID# CUSTOMER NAME: DUVALL AVE NE PAVEMENT PRESERVATION-GC PO# DUVAL WO# TERMS: Net 30 Days DUMP LOCATION: INSIDE DRIVER: Pounds Tons Scale ` DATE IN: 04/13/2023 DATE OUT: 04/13/2023 Gross Wt: 00 00000 In Scale TIME IN: 10:38:30 TIME OUT: 10:38:47 Tare Wt: 00 00000 Out Scale TRUCK#: CAD4 TRAILER#: Net Wt: 00 00000 ORIGIN: UNSPEC111 ITEM ,DESCRIPTION UOM QTY I UNIT PRICE , TOTAL/ M221 TOPSOIL TYPE A CUBIC YARD 15.00 fr F ...• ',.product is made from recycled green waste and food waste.Cedar Grove's manufacturing process involves minimizing,screening,and removing inert particles and pieces that are commonly found in commercially composted feedstocks.Some level of inert materials may still be present in this product after it is cleaned and processed.These Materials will not harm your plants, getables,or landscape. • .., p keep our compost clean by keeping bags,bottles,and plant tags out of your yard bins.Thank you for using a recycled product and closing the loop! CREDIT TERMS: Customer agrees that all credit charges are net 15th aprox.And that past due accounts shall be charged 1%per month late fee,minimum S1.5.Customer agrees to pay all charges,past due amounts, costs and reasonable attomey's fees. CUSTOMER STATEMENTS: Customer warrants that no materials delivered by customer to the facility contains chemical residues,paint,petroleum products,toxic substances or any other unauthorized material or contaminant. Customer acknknowledges that while Cedar Grove personnel will make every effort to place material at the Customer site as directed by customer,Cedar Grove assumes no responsibility for damages inside Customer site Customer understands that color and texture of products received by Customer from Cedar Grove may vary due to the natural decomposition process and the different organic materials used to create it,and acknowledges that these variations do not affect the overall performance of the product.Customer also understands that some residue heat may be present in the material due to naturally occuring microbes,the materials dark color and the volume of the material loaded or delivered,and that any such heat is not harmful to plants and will dissipate when the material is spread or tilled into the soil. Customer acknowledges that Cedar Grove has made no warranties with the sales,implied or otherwise,including but not limited to warranties regarding merchantability or fitness for particular Phu. NOTICE:OUR DRIVERS WILL MAKE EVERY EFFORT TO PLACE MATERIALS WHERE CUSTOMER DESIGNATES BUT THE COMPANY ASSUMES NO RESPONSIBILITY FOR DAMAGES INSIDE CURB OR PROPERTY LINE.THE PARTIES AGREE THAT THE IMPLIED WARRANTIES IF MERCHANT ABILITY AND FITNESS FOR A PARTICULAR AND ALL OTHER WARRANTIES,EXPRESS OR IMPLIED,ARE EXCLUDED FROM THIS AGREEMENT. X X X Customer Signature Printed Name Date , I t.11 Ir I (IT1Tlt'''VTS: Scale Attendant: t , y , MAPLE VALLEY SALES YARD TRANSACTION #1162259 �' O Customer Service(877)764-5748 Y1N1P Sibli\(i -; r 1162259 JOB# ACCT: 0079520049 BID# CUSTOMER NAME: DUVALL AVE NE PAVEMENT PRESERVATION-GC PO# DUVAL WO# TERMS: Net 30 Days DUMP LOCATION: INSIDE DRIVER: Pounds Tons Scale DATE IN: 04/13/2023 DATE OUT: 04/13/2023 Gross Wt: 00 00000 In Scale TIME IN: 12:04:14 TIME OUT: 12:04:35 Tare Wt: 00 00000 Out Scale TRUCK#: CAD4 TRAILER#: Net Wt: 00 00000 ORIGIN: UNSPEC ITEM DESCRIPTION UOM QTY I UNIT PRICE I TOTAL) M221 TOPSOIL TYPE A CUBIC YARD 15.00 This product is made from recycled green waste and food waste.Cedar Grove's manufacturing process involves minimizing,screening,and removing inert particles and pieces that are commonly farad in commercially composted feedstocks.Some level of meet materials may still be present in this product after it is cleaned and processed,These Materials will not harm your plants, vegetables,or landscape. Help keep our compost clean by keeping bags,bottles,and plant tags out of your yard bins.Thank you for using a recycled product and closing the loop! CREDIT TERMS: Customer agrees that all credit charges are net 15th aprox.And that past due accounts shall be charged 1%per month late fee,minimum 51.5.Customer agrees to pay all charges,past due amounts, costs and reasonable attorneys fees. CUSTOMER STATEMENTS: Customer warrants brat no materials delivered by customer to the facility contains chemical residues,paint,petroleum products,toxic substances or any other unauthorized material or contaminant. Customer acknknowledges that while Cedar Grove personnel will make every effort to place material at the Customer site as directed by customer,Cedar Grove assumes no responsibility for damages inside Customer site Customer understands that color and texture of products received by Customer from Cedar Grove may vary due to the natural decomposition process and the different organic materials used to create it,and acknowledges that these variations do not affect the overall performance of the product.Customer also understands that some residue heat may be present in the material due to naturally occuring microbes,the materials dark color and the volume of the material loaded or delivered,and that any such heat is not harmful to plants and will dissipate when the material is spread or tilled into the soil. Customer acknowledges that Cedar Grove has made no warranties with the sales,implied or otherwise,including but not limited to warranties regarding merchantability or fitness for particular purpose NOTICE.OUR DRIVERS WILL MAKE EVERY EFFORT TO PLACE MATERIALS WHERE CUSTOMER DESIGNATES BUT THE COMPANY ASSUMES NO RESPONSIBILITY FOR DAMAGES INSIDE CURB OR PROPERTY LINE.THE PARTIES AGREE THAT THE IMPLIED WARRANTIES IF MERCHANT ABILITY AND FITNESS FOR A PARTICULAR AND ALL OTHER WARRANTIES,EXPRESS OR IMPLIED,ARE EXCLUDED FROM THIS AGREEMENT. X X X — Customer Signature Printed Name Date I f Ill►'R COMMENTS; D 11I.% All 1l•' Scale Attendant: I.r,kinrwrrd;•r tlrtt r rd,,,h„o„ ,ball out notidiblc fur any damage sustained to my vehicle resulting from the loading of material into my vehicle. It is my sole obligation to �unh rstand the•.,p.n,u ,nd bon,.,,,..,, •' personal vehicle,and I will lake them into account before agreeing to Itaso any material loaded into my vehicle. Iltitial____,__ • r '60 80 / 3 / Vr•' -- + +' 4ti` ;d" 1 1 i i J! TRANSACTION # 1162347 MAPLE VALLEY SALES YARD •?-- C, �l Customer Service(877)764-5748 ),I j(15;1`i,t ! 1162347 JOB# ACCT: 0079520049 BID# CUSTOMER NAME: DUVALL AVE NE PAVEMENT PRESERVATION-GC PVOO##DUVALL AVE TERMS: Net 30 Days Pounds Tons Scale DUMP LOCATION: DRIVER: DATE IN: 04/13/2023 DATE OUT: 04/13/2023 Gross Wt: 00 00000 In Scale TIME IN: 13:27:45 TIME OUT: 13:28:07 Tare Wt: 00 00000 Out Scale TRUCK#: CAD 4 TRAILER#: Net Wt: 00 00000 ORIGIN: ITEM DESCRIPTION UOM QTY UNIT PRICE 1 TOTAL/ M221 TOPSOIL TYPE A CUBIC YARD 15.00 4 Liar f This product ismade from recycled green waste and food waste.Cedar Grove's manufacturing process involves minimizing,screening,and removing inert particles and pieces that are commonly found in commercially composted feedstocks.Some level of inert materials may still be present in this product after it is cleaned and processed.These Materials will not harm your plantsvegetables,or landscape. Help keep our compost clean by keeping bags,bottles,and plant tags out of your yard bins.Thank you for using a recycled product and closing the loop! CREDIT TERMS: Customer agrees that all credit charges are net 15th aprox.And that past due accounts shall be charged I%per month late fee,minimum SI.5.Customer agrees to pay all charges,past due amounts, costs and reasonable attomey's fees. CUSTOMER STATEMENTS: Customer warrants that no materials delivered by customer to the facility contains chemical residues,paint,petroleum products,toxic substances or any other unauthonzed material or contaminant Customer acknknowledges that while Cedar Grove personnel will make every effort to place material at the Customer site as directed by customer,Cedar Grove assumes no responsibility for i e,inside Customer site ' 'usIs that color and texture of products received by Customer from Cedar Grove may vary due tothe natural decomposition process and the different organic materials used to hese variations do not affect the overall perfoance of the product.Customer also understands that some residue heat may be present in the material due to n k color and the volume of the material loaded or delivered,and that any such heat is not harmful to plants and will dissipate when the material is spread is made no warranties with the sales,implied or otherwise,including but not limited to warranties regarding merchantability or fitnes>for particular EVERY EFFORT TO PLACE MATERIALS WHERE CUSTOMER DESIGNATES BUT THE COMPANY ASSUMES NO RESPONSIBILITY FOR 'I:RTY LINE.THE PARTIES AGREE THAT THE IMPLIED WARRANTIES IF MERCHANT ABILITY AND FITNESS FOR A PARTICULAR AND ALL IR IMPLIED,ARE EXCLUDED FROM THIS AGREEMENT. usture Printed Name Date STO'v1ER COMMENTS: DAILY' VII ,,,AGE: Scale Attendant: .;r that Cedar Crowe shall not be responsible for any damage sustained to my vehicle resulting from the loading of material into my vehicle It is my sole obligation to won i the capacity and limitations of my personal vehicle,and I will take them into account before agreeing to have any material loaded into my vehicle. Initial i. yFt viair n #1162402 TRANSACTION -.47—' , c.4*1 MAPLE VALLEY SALES YARD bCustomer Service(877)764-5748 . c '''''"-'I 1162402 tX.`� n RU_ J ins- cacem vus,c om ,_— S JOB it ACCT: 0079520049 BID# CUSTOMER NAME: DUVALL AVE NE PAVEMENT PRESERVATION-GC PVOO#DUVALL TERMS: Net 30 Days Pounds Tons Scale DUMP LOCATION: INSIDE DRIVER: DATE IN: 04/13/2023 DATE OUT: 04/13/2023 Gross Wt: 00 00000 In Scale • TIME IN: 14:55:25 TIME OUT: 14:55:31 Tare Wt: 00 00000 Out Scale TRUCK#: CAD4 TRAILER#: Net Wt: 00 00000 ORIGIN: UNSPEC ITEM DESCRIPTION UOM QTY UNIT PRICE 1 TOTAL! M221 TOPSOIL TYPE A CUBIC YARD 15.00 Or ,_. -. j - , -product is made from recycled green waste and food waste.Cedar Grove's manufacturing process involves minimizing,screening,and removing inert particles and pieces that are commonly -.to commercially composted feedstocks.Some level of inert materials may still be present in this product alter it is cleaned and processed.These Materials will not harm your plants, ,, ;, vegetables,or landscape. Help keep our compost clean by keeping bags,bottles,and plant tags out of your yard bins.Thank you for using a recycled product and closing the loop! CREDIT TERMS: Customer agrees that all credit charges are net 15th aprox.And that past due accounts shall be charged U7e per month late fee,minimum SI.5.Customer agrees to pay all charges,past due amounts, costs and reasonable attorney's fees. CUSTOMER STATEMENTS: Customer warrants that no materials delivered by customer to the facility contains chemical residues,paint,petroleum products,toxic substances or any other unauthorized material or contaminant. Customer acknknowledges that while Cedar Grove personnel will make every effort to place material at the Customer site as directed by customer,Cedar Grove assumes no responsibility for lam:tees insole Customer site ustomer m.,!.I•hats that color and texture of products received by Customer from Cedar Grove may vary dim to the natural decomposition process and the different organic materials used to create it,and knowledgcs th.n il,r.r variations do not affect the overall performance of the product.Customer also understands that some residue heat may be present in the material due to naturally occttrmg microbes,d: L::;.color and the volume of the aterial loaded or delivered,and that any such heat is not harmful to plants and will dissipate when the material is spread or tilled into the sod. Customer acknowledges that Cedar Grove has made no war i., ..II t�es,implied or otherwise,including but not limited to warranties regarding merchantability or fitness for particular Purpose NOTICE.OUR DRIVERS WILL MAKE EVERY EFFORT TO PLACE MATERIAI :I It' t'I iSTOMER DESIGNATES BUT THE COMPANY ASSUMES NO RESPONSIBILITY FOR DAMAGES INSIDE CURB OR PROPERTY LINE.THE PARTIES AGREE CHAT 1 i iL Au' D WARRANTIES IF MERCHANT ABILITY AND FITNESS FOR A PARTICULAR AND ALL OTHER WARRANTIES,EXPRESS OR IMPLIED,ARE EXCLUDED FROM Tlllti \, ' ',TENT. X X X Customer Signature tinted Name Date CUSTOMER COMMENTS: lir"' DAILY MESSAGE: Scale Attendant: I aeknawkdge that Cedar Grove shall not be responsible for any dike sustained to my vehicle resulting from the loading of material into my vehicle. It is my sole obligation to tasdentaad the capacity and limitations of my personal vehicle,And I will take them into account before agreeing to have any material loaded into my vehicle. Initial 'of. cst V 0, • City of Renton 9ENTot Progress Payment No 16 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders Al SPCC PLAN L.S. $500.00 1 $500.00 0.00 $0.00 1.00 5500.03 1.00 $500.00 0.00 $0.00 1.00 $500.00 100.00 A2 MOBILIZATION L.S. $400,000.00 1 $400,000.00 0.00 $0.00 1.00 $400,000.00 1.00 $400,000.00 0.00 $0.00 1.00 $400,000.00 100.00 MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE $10,000 L.S. $10,000.00 11111 $10,000.00 0.00 $0.00 1.00 $10,000.00 1.00 $10,000.00 0.00 $0.00 1.00 $10,000.00 100.00 A4 PROJECT RED LINE DRAWINGS L.S. $13,000.00 1, $13,000.00 0.2572 $3,343.60 0.7428 $9,656.40 1.0000 $13,000.00 0.0000 $0.00 1.00 $13,000.00 100.00 AS CONTRACTOR SURVEYING L.S. $50,000.00 1 $50,000.00 0.0000 $0.00 1.0000 $50,000.00 1.0000 $50,000.00 0.00 -$0.16 1.00 $49,999.84 100.00 A6 ADA FEATURES SURVEYING L.S. $9,000.00 1 $9,000.00 0.2500 $2,250.00 0.7500 $6,750.00 1.0000 $9,000.00 0.00 50.00 1.00 $9,000.00 100.00 A7 UTILITY POTHOLING EA $300.00 25 $7,500.00 0.00 $0.00 36.00 $10,800.00 36.00 $10,800.00 0.00 $0.00 36.00 $10,800.00 144.00 A8 RESOLUTION OF UTILITY CONFLICTS FA $14,500.00 4111 $14,500.00 0.00 $0.00 0.0000 $0.00 0.0000 $0.00 0.00 $0.00 0.00 $0.00 0.00 6 A9 COVID-19 HEALTH AND SAFETY PLAN L.S. $1,500.00 1 $1,500.00 0.0072 $10.80 0.9928 $1,489.20 1.0000 $1,500.00 0.00000 $0.00 1.00 $1,500.00 100.00 A10 OTHER TEMPORARY TRAFFIC CONTROL L.S. $48,000.00 $48,000.00 0.0095 5456.00 0.9905 $47,544.00 1.0000 $48,000.00 0.00000 $0.00 1.00 548,000.00 100.00 All TRAFFIC CONTROL SUPERVISOR LS. $50,000.00 1 $50,000.00 0.0095 $475.00 0.9905 $49,525.00 1.0000 $50,000.00 0.00000 $0.00 1.00 $50,000.00 100.00 Al2 FLAGGERS HR $60.00 3,200 $192,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30 A13 OTHER TRAFFIC CONTROL LABOR HR $65.00 1,000 $65,000.00 26.00 $1,690.00 649.00 $42,185.00 675.00 $43,875.00 50.00 $3,250.00 725.00 $47,125.00 72.50 A14 CONSTRUCTION SIGNS CLASS A SF $30.00 1,200 $36,000.00 0.00 $0.00 1,132.75 533,982.50 1,132.75 $33,982.50 0.00 $0.00 1,132.75 $33,982.50 94.40 A15 PORTABLE CHANGEABLE MESSAGE HR $4.00 8,200 $32,800.00 0.00 $0.00 5,733.00 $22,932.00 5,733.00 $22,932.00 0.00 $0.00 5,733.03 $22,932.00 69.91 A16 OFF-DUTY UNIFORMED POLICE OFFICER HR $110.00 80 $8,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A17 SEQUENTIAL ARROW SIGN HR $2.00 15,000 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30 A18 CLEARING AND GRUBBING ACRE $20,000.00 0.7 $14,000.00 0.000 $0.00 0.000 $0.00 0.000 $0.00 0.00 $0.00 0.00 $0.00 0.00 20 A19 REMOVING DRAINAGE STRUCTURE EACH $800.00 9 $7,200.00 0.00 50.00 8.00 $6,403.00 8.00 $6,400.00 0.00 $0.00 8.00 $6,400.00 88.89 A20 REMOVING STORM SEWER PIPE L.F. $25.00 230 55,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13 REMOVAL OF STRUCTURES AND A21 OBSTRUCTIONS L.S. $50,000.00 1 $50,000.00 0.00 $0.00 1.00 $50,000.00 1.00 $50,000.00 0.00 $0.00 1.00 $50,000.00 100.00 A22 REMOVING CEMENT CONC. SIDEWALK S.Y. $30.00 570 $17,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0 00 26 REMOVING CEMENT CONC.CURB A23 AND GUTTER L.F. $15.00 1,200 $18,000.00 0.00 $0.00 1,056.50 $15,847.50 1,056.50 $15,847.50 0.00 $0.00 1,056.50 $15,847.50 88.04 A24 REMOVING CEMENT CONC.CURB L.F. $10.00 190 $1,900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 1,230 $30,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7,17 A26 ROADWAY EXCAVATION INCL.HAUL C.V. $50.00 6,850 $342,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 20 A27 GRAVEL BORROW INCL.HAUL TON $35.00 530 $18,550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.60 0.00 $0.00, 0.00 13 A28 UNSUITABLE FOUNDATION EXCAVATION INCL.HAUL C.Y. $60.00 400 $24,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 6 A29 SUBGRADE PREPARATION S.V. $3.00 15,000 $45,000.00 0.00 $0.00 15,317.17 545,951.51 15,317.17 $45,951.51 0.00 $0.00 15,317.17 $45,951.51 102.11 A30 _WATER MGAL $50.00 200 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A31 STRUCTURE EXCAVATION CLASS B = .. t,nnn 910,. 41 $23,100.00 0.00 $0.00 175.00 $12,250.00 175.00 $12,250.00 0.00 $0.00 175.00 $12,250.00_ 53.03 f,,TT 00 • • City of Renton 9EwTo? Progress Payment No 16 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A .! Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. ,L Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders A32 GRAVEL BACKFILL FOR WALL C.Y. $50.00 30 J $1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 50.00 0.00 26 CONSTRUCTION GEOTEXT1LE FOR A33 UNDERGROUND DRAINAGE S.Y. $15.00 60 $903.00 0.00 $0.00 60.00 $900.00 60.00 $900.00 0.00 $0.00 60.00 $900.00 _ 100.00 _ A34 ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT S.Y. $2.00 15,000 $30,000.00 0.00 $0.00 14,877.89 $29,755.78 14,877.89 $29,755.78 0.00 $0.00 14,877.89 $29,755.78 99.19 A3S CRUSHED SURFACING TOP COURSE TON $40.00 2,570 $102,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 A36 PLANING BITUMINOUS PAVEMENT S.Y. $7.00 3,500 $24,500.00 320.60 $2,244.20 3,222.28 $22,555.96 3,542.88 $24,800.16 0.00 $0.00 3,542.88 $24,800.16 101.23 A37 HMA CL 1/2 IN.PG 64-22 TON $103.00 7,410 $763,230.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 A38 ROADWAY CORE EACH $400.00 10 $4,000.00 0.00 $0.00 4.00 $1,600.00 4.00 51,600.00 0.00 $0.00 4.00 $1,600.00 40.00 A39 ASPHALT COST PRICE ADJUSTMENT CALC. $20,000.00 1 $20,000.00 0.000000 $0.00 0.000000 $0.00 0.000000 $0.00 0.0000 $0.00 0.00 $0.00 0.00 30 A40 JOB MIX COMPLIANCE PRICE CALC. $10,000.00 1 $10,000.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A41 COMPACTION PRICE ADJUSTMENT CALC. $10,000.00 1 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A42 CONC.CLASS 4000 FOR RETAINING S.Y. $200.00 250 $50,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 19 A43 SOLID WALL PVC STORM PIPE 4 IN. DIAM. L.F. $20.00 190 $3,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13 A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 2,910 $160,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14,21 POLYPROPYLENE STORM SEWER PIPE A45 18 IN.DIAM. L.F. $75.00 130 $9 750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14 A46 POLYPROPYLENE STORM SEWER PIPE 24 IN.DIAM. L.F. $120.00 70 $8,400.00 0.00 $0.00 66.70 $8,004.00 66.70 $8,004.00 0.00 $0.00 66.70 $8,004.00 95.29 A47 TR.1ST.STORM SEWER PIPE 12 IN. DIAM. L.F. $100.00 10 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 _ 0.00 $0.00 0.00 $0.00 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 280 $25,200.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00_ $0.00 0.00 $0.00 0.00 7,21 A49 _CONCRETE INLET EACH $1,200.00 1 $1,200.00 _ 0.00 $0.00 0.00_ $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 _0.00_ __21 A50 CATCH BASIN TYPE 1 EACH $1,400.00 25 $35,000.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7,14,21 A51 CATCH BASIN TYPE 1L EACH $1,550.00 5 $7,750.00 0.00 $0.00 5.00 $7,750.00 5.00 $7,750.00 0.00 $0.00 5.00 $7,750.00 100.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. EACH $3,500.00 2 $7,000.00 0.00 $0.00 2.00 $7,000.00 2.00 $7,000.00 0.00 $0.00 2.00 $7,000.00 100.00 A53 CONNECTION TO DRAINAGE EACH $1,500.00 11 $16,500.00 0.00 $0.00 7.00 $10,500.00 7.00 $10,500.00 0.00 $0.00 7.00 $10,500.00 63.64 A54 ADJUST CATCH BASIN EACH $400.00 5 $2,000.00 0.00 $0.00 2.00 $800.00 2.00 $800.00 0.00 $0.00 2.00 $800.00 40.00 A55 ADJUST VALVE BOX EACH $500.00 18 59,000.00 0.00 $0.00 44.00 $22,000.00 44.00 $22,000.00 0.00 $0.00 44.00 $22,000.00 244.44 A56 ADJUST MANHOLE EACH $750.00 5 $3,750.00 0.00 50.00 9.00 56,750.00 9.00 $6,750.00 0.00 $0.00 9.00 $6,750.00 180.00 A57 MANHOLE#33 PARTIAL EACH $5,000.00 1 $5,000.00 0.00 $0.00 1.00 $5,000.00 1.00 $5,000.00 0.00 $0.00 1.00 $5,000.00 100.00 A58 TRENCH DRAIN L.F. $200.00 50 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13 A59 TREE BOX BIOFILTRATION UNIT EACH $26,000.00 13 $338,000.00 0.00 $0.00 13.00 $338,000.00 13.00 $338,000.00 0.00 $0.00 13.00 $338,000.00 100.00 A60 FILLING PIPE WITH CDF C.Y. $300.00 42 $12,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 18 A61 SHORING OR EXTRA EXCAVATION S.F. $1.00 750 5750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00_ $0.00 0.00 A62 TELEVISION INSPECTION LS. $9,000.00, 1 $9,000.00 0.0000 50.00 1.0000 59,000.00 1.0000 59,000.00 0.00 $0.00 1.00 59,000.00 100.00 A63 EROSION CONTROL AND WATER POLLUTION PREVENTION LS. $20,000.00 1 $20,000.00 0.0095 $190.00 0.9905 $19,810.00 1.0000 $20,000.00 0.0000 $0.00 1.00 $20,000.00 100.00 A64 SILT FENCE L.F. $6.00 4,300 $25,800.00 0.00 $0.00 3,145.00 $18,870.00 3,145.00 $18,870.00 0.00 $0.00 3,145.00 $18,870.00 73.14 ®. City of Renton Progress Payment No 16 Project Name: Duvall Avenue NE CAG: CAG 20-065 . TIB: N/A it Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 I Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders A65 INLET PROTECTION EACH $100.00 30 $3,000.00 0.00 $0.00 62.00 $6,200.00. 62.00 $6,200.00 0.00 $0.00 62.00 $6,200.00 206.67 A66 SEEDING,FERTILIZING,AND MULCHING SY $5.00 970 $4,850.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 970.00 $4,850.00 970.00 $4,850.00 100.00 A67 TOPSOIL TYPE A C.Y. $53.00 480 $25,440.00 75.00 $3,975.00 605.00 $32,065.00 680.00 $36,040.00 0.00 $0.00 680.00 $36,040.00 141.67 A68 PLANTS FOR LANDSCAPING L.S. $77,000.00 1 $77,000.00 0.00 $0.00 1.00 $77,000.00 1.00 $77,000.00 0.00 $0.00 1.00 $77,000.00 100.00 A69 BARK MULCH C.Y. $63.00 100 $6,300.00 0.00 $0.00 100.00 $6,300.00_ 100.0000 $6,300.00 0.00 $0.00 100.00 $6,300.00 100.00 A70 _SYNTHETIC TURF S.F. $25.00 550 $13,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 27 A71 IRRIGATION SYSTEM RESTORATION L.S. $6,000.00 1 $6,000.00 0.00 $0.00 1.00 $6,000.00 1.00 $6,000.00 0.00 50.00 1.00 $6,000.00 100.00 A72 IRRIGATION SYSTEM L.5. $32,000.00 1 $32,000.00 0.0000 $0.00 1.0000 $32,000.00 1.0000 $32,000.00 0.00 $0.00 1.00 $32,000.00 100.00 A73 CEMENT CONC.TRAFFIC CURB AND GUTTER L.F. $25.00 4,600 $115,003.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 A74 CEMENT CONC.TRAFFIC CURB L.F. $40.00 160 $6,400.00 0.00 $0.00 146.50 $5,860.00 146.50 $5,860.00 0.00 $0.00 146.50 $5,860.00 _ 91.56 _ A75 CEMENT CONC.PEDESTRIAN CURB L.F. $30.00 1 $4,350.00 0.00 $0.00 266.50 $7,995.00 266.50 $7,995.00 0.00 $0.00 266.50 $7,995.00 183.79 A76 EXTRUDED CURB L.F. $10.00 2, $23,500.00 0.00 $0.00 2,400.00 $24,000.00 2,400.00 $24,000.00 0.00 $0.00 2,400.00 $24,000.00 102.13 A77 CEMENT CONC.DRIVEWAY S.Y. $90.00 160 $14,400.00 0.00 $0.00 134.35 $12,091.50 134.35 $12,091.50 0.00 $0.00 134.35 $12,091.50 83.97 A78 RAISED PAVEMENT MARKER TYPE 1 HUND $300.00 11 $3,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25 A79 RAISED PAVEMENT MARKER TYPE 2 HUND $350.00 3 $1,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25 A80 CHAIN LINK FENCE TYPE 4 L.F. $75.00 30 $2,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 30.00 $2,250.00 30.00 $2,250.00 100.00 A81 MONUMENT CASE AND COVER EACH $1,800.00 2 $3,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 2.00 $3,600.03 2.00 $3,600.00 100.00 A82 CEMENT CONC.SIDEWALK S.Y. $60.00 1,810 $108,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26 A83 CEMENT CONC.CURB RAMP TYPE EACH $3,000.00 11 $33,000.00 0.00 $0.00 12.00 $36,000.00 12.00 $36,000.00 0.00 50.00 12.00 $36,000.00 109.09 CEMENT CONC.CURB RAMP TYPE A84 SINGLE DIRECTIONAL EACH $3,300.00 1 $3,300.00 0.00 $0.00 1.00 $3,300.00 1.00 $3,300.00 0.00 $0.00 1.00 $3,300.00 100.00 *"085 ELECTRICAL SYSTEM,COMPLETE L.S. $825,000.00 $825,000.00 0.09851 $81,271.43 0.88989 $734,160.83 0.98840 $815,432.26 0.0116 $9,567.74 1.00 $825,000.00 100.00 A86 PERMANENT SIGNING L.S. $14,000.00 1 . $14,000.00 0.00 $0.00 0.95 $13,300.00 0.95 $13,300.00 0.0500 5700.00 1.00 $14,000.00 100.00 A87 REMOVING PAVEMENT MARKINGS L.S. $2,700.00 1 $2,700.00 0.00 $0.00 1.000 $2,700.00 1.000 $2,700.00 0.00 50.00 1.00 $2,700.00 100.00 A88 PAINT LINE L.F. $0.60 12,300 $7,380.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25 A89 PAINTED WIDE LANE LINE L.F. $0.75 350 $262.50 0.00 $0.00 250.00 $187.50 250.00 $187.50 0.00 $0.00 250.00 $187.50 71.43 A90 PLASTIC TRAFFIC ARROW EACH $200.00 27 $5,403.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 27.00 $5,400.00 27.00 $5,400.00 100.00 A91 PLASTIC CROSSWALK LINE S.F. $13.00 500 $6,503.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25 A92 PLASTIC STOP LINE L.F. $16.00 240 $3,840.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 240.00_ $3,840.00 240.00 $3,840.00 100.00 A93 PLASTIC BICYCLE LANE SYMBOL EACH $200.00 20 $4,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 20.00 $4,000.00 20.00 $4,000.00 100.00 A94 PLASTIC TRAFFIC LETTER EACH $200.00 8 $1,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 - A95 TEMPORARY PAVEMENT MARKING- L.F. $0.20 31,500 $6,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25 A96 FUEL COST ADJUSTMENT CALC. $10,000.00 1 $10,000.00 0.000000 $0.00 0.000000 $0.00 0.000000 $0.00 0.00 $0.00 0.00 $0.00 0.00 30 STEEL COST ADJUSTMENT CALC. $10,000.00 1 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 Mk MAILBOX SUPPORT,TYPE 1 EACH $750.00 1 $750.00 0.00 $0.00 1.00 $750.00 1.00 $750.00 0.00 $0.00 1.00 $750.00 100.00 Schedule A Sub-Totals $4,689,752.50 $95,906.03 $2,324,018.68 $2,419,924.71 $37,457.58 $2,457,382.29 52.40 Washington State Sales Tax 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4,689,752.50 $95,906.03 $2,324,018.68 $2,419,924.71 $37,457.58 $2,457,382.29 52.40 0 City of Renton Progress Payment No 16 Project Name: Duvall Avenue NE CAG: G 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment I Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change 1 Bid Item I Description I Unit I Unit Price I Quantity I Cost Quantity l Cost Quantity] Cost Quantity I Cost Quantity l Cost Quantity I Cost %of Contract Orders Schedule A Change Orders Schedule A Change Orders C.O.1 Retainage 1-A99 Retainge Bond L.S. $2,585.00 1.00 $2,585.00 0 $0.00 1 $2,585.00 1.00 52,585.00 0 $0.00 1.00 $2,585.00 100.00 C.O.1 Totals $2,585.00 $0.00 $2,585.00 $2,585.00 $0.00 $2,585.00 100.00 C.O.2 FO Termination Panel Rev N/A No Cost Change Order 50.00 1.00 $0.00 0 $0.00 1 $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00 C.O.2 Totals $0.00 $0.00 $o.00 $o.00 $0.00 $0.00 100.00 C.O.3 Triple Tree Removal 3-A100 Triple Tree Removal L.S. $3,339.00 1.00 $3,339.00 0 $0.00 1 $3,339.00 1.00 $3,339.00 0 $0.00 1.00 $3,339.00 100.00 C.O.3 Totals $3,339.00 $0.00 $3,339.00 $3,339.00 $0.00 $3,339.00 100.00 C.O.4 Tier 1 Reclamation CSTC N/A No Cost Change Order $0.00 1.00 $0.00 0 $0.00 1 $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00 C.O.4 Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 100.00 C.O.5 Wet Conditions 5-A101 Natural in Lieu of Recycled CSTC TON $14.82 1,100.00 $16,302.00 0 $0.00 0 $0.00 0.00 $0.00 0 $0.00 0.00 $0.00 0.00 6 5-A102 Water Control F.A. $23,698.00 1.00 $23,698.00 0 $0.00 0.6671 $15,808.27 0.6671 $15,808.27 0 $0.00 0.67 $15,808.27 66.71 C.O.5 Totals $40,000.00 $0.00 $15,808.27 $15,808.27 $0.00 $15,808.27 39.52 IC.O.6 CB2 to CB 6 Revision 5-A101 Natural in Lieu of Recycled CSTC TON $14.82 -1,100.00 -$16,302.00 0 $0.00 0 $0.00 0.00 $0.00 0 $0.00 0.00 $0.00 0.00 6-A101 Natural in Lieu of Recycled CSTC TON $14.82 1,153.00 $17,087.46 0 $0.00 790.17 $11,710.32 790.17 $11,710.32 0 $0.00 790.17 $11,710.32 68.53 A8 Utility Conflict Resolution F.A. $14,500.00 -1.00 -$14,500.00 0 50.00 0 $0.00 0.00 $0.00 0 50.00 0.00 $0.00 0.00 6-A8 Utility Conflict Resolution F.A. $14,714.54 1.00 $14,714.54 0.00000 $0.00 1.21204 $17,834.66 1.212043 $17,834.66 0.000000 $0.00 1.21 $17,834.66 121.20 A28 Unsuitable Foundation Excavation C.V. $60.00 -400.00 -$24,000.00 0 $0.00 0 $0.00 0.00 $0.00 0 $0.00 0.00 50.00 0.00 6-A28 Unsuitable Foundation Excavation C.V. $60.00 430.00 $25,800.00 0.00 $0.00 508.78 $30,526.80 508.78 $30,526.80 0 $0.00 508.78 $30,526.80 118.32 C.O.6 Totals $2,800.00 $0.00 $60,071.78 $60,071.78 $0.00 $60,071.78 2145.42 C.O.7 Storm Revisions at 9th A24 REMOVING CEMENT CONC.CURB L.F. $10.00 -190 -$1,900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A24 REMOVING CEMENT CONC.CURB L.F. $10.00 205 $2,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 -1,230 -$30,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A2S REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 1,310 532,750.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17 A35 CRUSHED SURFACING TOP COURSE TON $40.00 -2,570 -$102,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A3_5 CRUSHED SURFACING TOP COURSE TON $40.00 2,583 $103,320.00 0.00 $0.00 3,258.71 $130,348.40 3,258.71 $130,348.40 0.00 $0.00 3,258.71 $130,348.40 126.16 A37 HMA CL.1/2 IN.PG 64-22 TON $103.00 -7,410 -$763,230.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A37 HMA CL.1/2 IN.PG 64-22 TON $103.00 7,445 J $766,835.00 40.14 $4,134.42 7,480.03 $770,443.09 7,520.17 $774,577.51 0.00 $0.00 7,520.17 $774,577.51 101.01 A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 -280 -525,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00_ 400 _ $36,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21 ASO CATCH BASIN TYPE 1 EACH $1,400.00 -25 -535,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 J J 0 City of Renton Progress Payment No 16 .y Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders 7-A50 CATCH BASIN TYPE 1 EACH $1,400.00 28 $39,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14,21 A73 CEMENT CONC.TRAFFIC CURB AND GUTTER L.F. $25.00 -4,600 -$115,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A73 CEMENT CONC.TRAFFIC CURB AND _GUTTER L.F. $25.00 4,615 $115,375.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13 7-A103 ADDITIONAL SURVEY L.S. $1,680.00 1 $1,680.00 0.00 $0.00 1.00 $1,680.00 1.00 $1,680.00 0.00 $0.00 1.00 $1,680.00 100.00 C.O.7 Totals $23,330.00 $4,134.42 $902,471.49 $906,605.91 $0.00 $906,605.91 3886.01 C.O.8 Cement Concrete Price Adjustments for Work Zones A and C 8-A104 CEMENT CONCRETE PRICE ADJUSTMENTS FOR WORK ZONES A AND C C.Y. $84.29 213.55 $18,000.13 0.00 $0.00 285.75 $24,085.87 285.75 $24,085.87 0.00 $0.00 285.75 $24,085.87 133.81 C.O.8 Totals $18,000.13 $0.00 $24,085.87 $24,085.87 $0.00 $24,085.87 133.81 C.O.9 Sidewalk-Wall Footing 9-A105 SIDEWALK-WALL FOOTING L.F. $15.41 1,455.00 $22,421.55 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 19 C.O.9 Totals $22,421.55 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 C.O.10 Relocate L12 Foundation Form 10-A106 RELOCATE L12 FOUNDATION FORM F.A. $2,500.00 1.00 $2,500.00 0.00 $0.00 1.85 $4,626.93 1.85 $4,626.93 0.00 $0.00 1.85 $4,626.93 185.08 C.O.10 Totals 52,500.00 $0.00 $4,626.93 $4,626.93 $0.00 $4,626.93 185.08 C.O.11 Multi-stem Tree Removal 11-A107 MULTIPLE STEM TREE REMOVAL L.S. $4,907.28 1.00 $4,907.28 0.00 $0.00 1.00 $4,907.28 1.00 $4,907.28 0.00 $0.00 1.00 $4,907.28 100.00 C.O.11 Totals $4,907.28 $0.00 $4,907.28 $4,907.28 $0.00 $4,907.28 100.00 C.O.12 Sunset Intersection TC Modification 12-A108 ADDITIONAL CHANNELIZATION DEVICES F.A. $11,000.00 1.00 $11,000.00 0.0000 $0.00 0.4838 $5,322.19 0.4838 $5,322.19 0.00 $0.00 0.48 $5,322.19 48.38 12-A109 SIGNAL MODIFICATION ASSISTANCE F.A. $3,500.00 1.00 $3,500.00 0.00 $0.00 0.63 $2,216.88 0.63 $2,216.88 0.00 $0.00 0.63 $2,216.88 63.34 C.O.12 Totals $14,500.00 $0.00 $7,539.07 $7,539.07 $0.00 $7,539.07 51.99 C.O.13 School Frontage Revisions A20 REMOVING STORM SEWER PIPE L.F. $25.00 -230 -$5,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00. 0.00 $0.00 0.00 $0.00 0.00 13-A20 REMOVING STORM SEWER PIPE L.F. $25.00 290 $7,250.00 0.00 $0.00 613.50 $15,337.50 613.50 $15,337.50 0.00 $0.00 613.50 $15,337.50 211.55 A27 GRAVEL BORROW INCL.HAUL TON $35.00 -530 -$18,550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13-A27 GRAVEL BORROW INCL.HAUL TON $35.00 550 $19,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30 A43 SOLID WALL PVC STORM PIPE 4 IN. DIAM. L.F. $20.00 -190 -$3,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 0 City of Renton Progress Payment No 16 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders 13-A43 SOLID WALL PVC STORM PIPE 4 IN. DIAM. L.F. $20.00 128 $2,560.00 0.00 $0.00 104.50 $2,090.00 104.50 $2,090.00 0.00 $0.00 104.50 $2,090.00 81.64 A58 TRENCH DRAIN L.F. $200.00 -50 -$10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13-A58 TRENCH DRAIN L.F. $200.00 0 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 100.00 7-A73 CEMENT CONC.TRAFFIC CURB AND GUTTER L.F. $25.00 -4,615 -$115,375.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13-A73 CEMENT CONC.TRAFFIC CURB AND GUTTER L.F. $25.00 4,495 $112,375.00 0.00 $0.00 4,609.50 $115,237.50 4,609.50 $115,237.50 0.00 $0.00 4,609.50 $115,237.50 102.55 C.O.13 Totals -$12,040.00 $0.00 $132,665.00 $132,665.00 $0.00 $132,665.00 -1101.87 C.O.14 Storm Revs at NE 12St and MH33 A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 -2,910 -$1E0,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14-A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 3,033.5 $166,842.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21 POLYPROPYLENE STORM SEWER PIPE A45 18 IN.DIAM. L.F. $75.00 -130 -$9,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 POLYPROPYLENE STORM SEWER PIPE 14-A45 18 IN.DIAM. L.F. $75.00 0 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A50 CATCH BASIN TYPE 1 EACH $1,400.00 -28 -$39,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14-A50 CATCH BASIN TYPE 1 EACH $1,400.00 29 $40,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21 C.O.14 Totals -$1,557.50 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 C.O.15 Proof Roll N/A No Cost Change Order $0.00 1.00 $0.00 0 $0.00 1 $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00 C.O.15 Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 100.00 C.O.17 FH on 10th 7-A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 -1,310 -$32,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17-A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 1,331.5 $33,287.50 0.00 $0.00 1,997.25 $49,931.25 1,997.25 $49,931.25 0.00 $0.00 1,997.25 $49,931.25 150.00 C.O.17 Totals $537.50 $0.00 $49,931.25 $49,931.25 $0.00 $49,931.25 9289.53 C.O.18 Storm Pipe Removal in lieu of CDF A60 FILLING PIPE WITH CDF C.Y. $300.00 -42 -$12,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 18-A60 FILLING PIPE WITH CDF C.Y. $300.00 0 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 18-A110 REMOVE STORM PIPE IN LIEU OF ABANDON WITH CDF L.S. $12,600.00 1.0 $12,600.00 0.00 $0.00 1.00 $12,600.00 1.00 $12,600.00 0.00 $0.00 1.00 $12,600.00 100.00 C.O.18 Totals $0.00 $0.00 $12,600.00 $12,600.00 $0.00 $12,600.00 100.00 C.O.19 Walls in WZB and WZD 0 City of Renton Progress Payment No 16 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item, Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders A42 CONC.CLASS 4000 FOR RETAINING WALL 3A 5.Y. $200.00 -250 -$50,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 19-A42 CONC.CLASS 4000 FOR RETAINING WALL 3A S.V. $200.00 257.7 $51,540.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26 9-A105 SIDEWALK-WALL FOOTING L.F. $15.41 -1,455.00 -$22,421.55 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 19-A105 SIDEWALK-WALL FOOTING L.F. $15.41 1,524.00 $23,484.84 0.00 $0.00 1,553.60 $23,940.98 1,553.60 $23,940.98 0.00 $0.00 1,553.60 $23,940.98 101.94 19-A112 EXPANSION JOINTS FOR WALLS IN WZB AND WZD L.F. $31.36 170.0 $5,331.20 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26 C.O.19 Totals $7,934.49 $0.00 $23,940.98 $23,940.98 50.00 $23,940.98 301.73 C.O.20 Restoration in WZE A18 CLEARING AND GRUBBING ACRE 520,000.00 -0.700 -$14,000.00 0.000 $0.00 0.000 $0.00 0.000 50.00 0.00 $0.00 0.00 $0.00 0.00 20-A18 CLEARING AND GRUBBING ACRE $20,000.00 0.770 515,400.00 0.000 $0.00 0.834 $16,680.00 0.834 $16,680.00 0.00 $0.00 0.83 $16,680.00 108.31 A26 ROADWAY EXCAVATION INCL.HAUL C.V. $50.00 -6,850 -$342,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 20-A26 ROADWAY EXCAVATION INCL.HAUL C.Y. $50.00 6,957 $347,850.00 0.00 $0.00 6,957.00 $347,850.00 6,957.00 $347,850.00 0.00 $0.00 6,957.00 $347,850.00 100.00 20-A111 REMOVE 5 TREES FROM WZE L.S. $10,518.00 1.0 $10,518.00 0.00 $0.00 1.00 $10,5113.00 1.00 $10,518.00 0.00 $0.00 1.00 $10,518.00 100.00 20-A113 ADDED LANDSCAPING IN WZE L.S. $10,505.00 1.0 $10,505.00 0.00 $0.00 1.00 $10,505.00 1.00 $10,505.00 0.00 $0.00 1.00 $10,505.00 100.00 C.O.20 Totals $27,773.00 $0.00 $385,553.00 $385,553.00 $0.00 $385,553.00 1388.23 C.O.21 Revision at CB37 14-A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 -3,033.5 -$166,842.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21-A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 3,012.7 $165,698.50 0.00 $0.00 3,107.40 $170,907.00 3,107.40 $170,907.00 0.00 $0.00 3,107.40 $170,907.00 103.14 7-A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 -400.0 -$36,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21-A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 419.8 $37,782.00 0.00 $0.00 311.60 $28,044.00 311.60 $28,044.00 0.00 $0.00 311.60 $28,044.00 74.23 A49 CONCRETE INLET EACH $1,200.00 -1 -$1,200.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21-A49 CONCRETE INLET EACH $1,200.00 2 $2,403.00 0.00 $0.00 2.00 $2,400.00 2.00 $2,400.00 0.00 $0.00 2.00 $2,400.00 100.00 14-A50 CATCH BASIN TYPE I EACH $1,400.00 -29 -540,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21-A50 CATCH BASIN TYPE 1 EACH $1,400.00 28 $39,200.00 0.00 50.00 28.00 $39,200.00 28.00 $39,200.00 0.00 $0.00 28.00 $39,200.00 100.00 C.O.21 Totals $438.00 $0.00 $240,551.00 $240,551.00 $0.00 $240,551.00 377.37 C.O.22 Extra Depth Pulverization 22-A114 ADDITIONAL DEPTH ASPHALT PULVERIZATION IN WZD LS. $5,050.20 1.00 $5,050.20 0.00 $0.00 1.00 $5,050.20 1.00 $5,050.20 0.00 $0.00 1.00 $5,050.20 100.00 •40. City of Renton Progress Payment No 16 Project Name: Duvall Avenue NE CAG: CAG 20-065.' "` '" TIB: N/A a Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item I Description I Unit I Unit Price I Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders C.O.22 Totals $5,050.20 $0.00 $5,050.20 $5,050.20 $0.00 $5,050.20 100.00 C.O.23 Eight Street Light Modifications 23- A114A LOWER STREET LIGHTS L.S. $25,473.00 1.00 $25,473.00 1.00 $25,473.00 0.00 $0.00 1.00 $25,473.00 0.00 $0.00 1.00 $25,473.00 100.00 C.O.23 Totals $25,473.00 $25,473.00 $0.00 $25,473.00 $0.00 $25,473.00 100.00 C.O.24 L08 Foundation Modification 24-A115 STREET LIGHT 108 FOUNDATION MODIFICATION F.A. $14,000.00 1.00 $14,000.00 0.00000 $0.00 0.06088 $852.36 0.06 $852.36 1.00 $14,000.00 1.06 $14,852.36 106.09 C.O.24 Totals $14,000.00 $0.00 $852.36 $852.36 $14,000.00 $14,852.36 106.09 CO.25 Pavement Marking Revisions A78 RAISED PAYMENT MARKER TYPE 1 HUND $300.00 -11.00 -$3,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A78 RAISED PAVMENT MARKER TYPE 1 HUND $300.00 0.20 $60.00 0.00 $0.00 0.20 $60.00 0.20 $60.00 0.00 $0.00 0.20 $60.00 100.00 A79 RAISED PAVEMENT MARKER TYPE 2 HUND $350.00 -3.00 -$1,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A79 RAISED PAVEMENT MARKER TYPE 2 HUND $350.00 2.72 $952.00 0.00 $0.00 2.72 $952.00 2.72 $952.00 0.00 $0.00 2.72 $952.00 100.00 A88 PAINT LINE LF. $0.60 -12,300 -$7,380.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A88 PAINT LINE L.F. $0.60 16,096 $9,657.60 0.00 $0.00 16,096.00 $9,657.60 16,096.00 $9,657.60 0.00 $0.00 16,096.00 $9,657.60 100.00 A91 PLASTIC CROSSWALK LINE S.F. $13.00 -500 -$6,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 _ 25-A91 PLASTIC CROSSWALK LINE S.F. $13.00 348 $4,524.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 348.00 $4,524.00 348.00 $4,524.00 100.00 TEMPORARY PAVEMENT MARKING- A95 SHORT DURATION L.F. $0.20 -31,500 -$6,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A95 TEMPORARY PAVEMENT MARKING- SHORT DURATION L.F. $0.20 2,087 $417.40 0.00 $0.00 2,087.00 $417.40 2,087.00 $417.40 0.00 $0.00 2,087.00 $417.40 100.00 25- OT PAY FOR FLAGGING AND A115a FOREMAN LABOR 11-19-22 L.S. $825.15 1.00 $825.15 0.00 $0.00 1.00 $825.15 1.00 $825.15 0.00 50.00 1.00 $825.15 100.00 25-A116 CURB PAINT,TEMP STOP LINES AND TEMP CROSSWALK LINES L.S. $19,474.00 1.00 $19,474.00 0.00 $0.00 1.00 $19,474.00 1.00 $19,474.00 - 0.00 $0.00 1.00 $19,474.00 100.00 C.O.25 Totals $11,380.15 $0.00 $31,386.15 $31,386.15 $4,524.00 $35,910.15 315.55 C.O.26 Wall Revisions in WZD A22 REMOVING CEMENT CONC. SIDEWALK S.Y. $30.00 -570 -$17,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26-A22 REMOVING CEMENT CONC. SIDEWALK S.V. $30.00 592 $17,760.00 0.00 $0.00 587.42 $17,622.60 587.42 $17,622.60 0.00 $0.00 587.42 $17,622.60 99.23 A32 GRAVEL BACKFILL FOR WALL C.Y. $50.00 -30 -$1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26-A32 GRAVEL BACKFILL FOR WALL C.Y. $50.00 34 $1,700.00, 0.00 $0.00 107.00 $5,350.00 107.00 $5,350.00 0.00 $0.00 107.00 $5,350.00 314.71 19-A42 CONC.CLASS 4000 FOR RETAINING WALL3A _ S.Y. $200.00 -257.7 -$51,540.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 ... City of Renton Progress Payment No 16 og ess ay • Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. - Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders 26-A42 CONC.CLASS 4000 FOR RETAINING WALL 3A S.Y. $200.00 325.7 $65,140.00 0.00 $0.00 355.47 $71,094.00 355.47 $71,094.00 0.00 $0.00 355.47 $71,094.00 109.14 A82 CEMENT CONC.SIDEWALK S.Y. $60.00 -1,810 -$108,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26-442 CEMENT CONC.SIDEWALK 5.Y. $60.00 1,832 $109,920.00 0.00 $0.00 1,891.97 $113,518.20 1,891.97 $113,518.20 0.00 $0.00 1,891.97 $113,518.20 103.27 19-A112 EXPANSION JOINTS FOR WALLS IN WZB AND WZD L.F. $31.36 -170.0 -$5,331.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26-A112 EXPANSION JOINTS FOR WALLS IN WZB AND WZD L.F. $31.36 230.0 $7,212.80 0.00 $0.00 220.00 $6,899.20 220.00 $6,899.20 0.00 $0.00 220.00 $6,899.20 95.65 26-A117 REMOVE AND DISPOSE OF FENCE AND ROOTS F.A. $5,000.00 1.0 $5,000.00 0.00 $0.00 0.2109 $1,054.28 0.21 $1,054.28 0.00 $0.00 0.21 $1,054.28 21.09 26-A118 VERTICAL REBAR ADDITIONAL WORK F.A. $7,000.00 1.0 $7,000.00 0.0000 $0.00 0.3570 $2,498.68 0.3570 $2,498.68 0.00 $0.00 0.36 $2,498.68 35.70 C.O.26 Totals $29,661.60 $0.00 $218,036.96 $218,036.96 $0.00 $218,036.% $778.78 C.O.27 Delete Synthetic Turf A70 SYNTHETIC TURF S.F. $25.00 -550 -$13,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 CO.27 Totals -$13,750.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.00 C.O.28 Additional Working Days N/A No Cost Change Order $0.00 1.00 $0.00 0 $0.00 1 $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00 CO.28 Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $100.00 C.O.29 FO Revisions N/A No Cost Change Order $0.00 1.00 $0.00 0 $0.00 1 $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00 C.O.29 Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $100.00 C.O.30 Quantity Overruns Al2 FLAGGERS HR $60.00 -3,200 -$192,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30-A17 FLAGGERS HR $60.00 7,668 $460,080.00 62.50 $3,750.00 7,306.00 $438,360.00 7,368.50 $442,110.00 120.00 $7,200.00 7,488.50 $449,310.00 97.66 A17 SEQUENTIAL ARROW SIGN HR $2.00 -15,000 -$30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30-A17 SEQUENTIAL ARROW SIGN HR $2.00 18,900 $37,800.00 17.00 $34.00 18,887.25 $37,774.50 18,904.25 $37,808.50 34.00 $68.00 18,938.25 $37,876.50 100.20 A39 ASPHALT COST PRICE ADJUSTMENT CALC. -$20,000.00 1 -$20,000.00 0.000000 $0.00 0.000000 $0.00 0.000000 $0.00 0.0000 $0.00 0.00 $0.00 0.00 30-A39 ASPHALT COST PRICE ADJUSTMENT CALC. $91,838.00 1 $91,838.00 0.001903 $174.77 1.001261 $91,953.79 1.003164 $92,128.56 0.0000 $0.00 1.00 $92,128.56 100.32 A96 FUEL COST ADJUSTMENT CALC. -$10,000.00 1 -$10,000.00 0.000000 $0.00 0.000000 $0.00 0.000000 $0.00 0.00 $0.00 0.00 $0.00 0.00 30-A96 FUEL COST ADJUSTMENT CALC. $16,137.00 1 $16,137.00 0.000732 $11.81 1.003763 $16,197.72 1.004495 $16,209.53 0.00 $0.00 1.00 $16,209.53 100.45 13-A27 GRAVEL BORROW INCL.HAUL TON $35.00 -550 -$19,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30-A27 GRAVEL BORROW INCL.HAUL TON $35.00 3,097 $108,395.00 0.00 $0.00 3,192.80 $111,748.00 3,192.80 $111,748.00 0.00 $0.00 3,192.80 $111,748.00 103.09 C.O.30 Totals $443,000.00 $3,970.58 $696,034.01 $700,004.59 $7,268.00 $707,272.59 $103.09 C.O.31 Restake Monument 31-A119 Restake Monument L.S. $1,185.42 1.00 $1,185.42 0 $0.00 0 ' $0.00 0.00 $0.00 1 $1,185.42 1.00 $1,185.42 100.00 C.O.31 Totals $1,185.42 $0.00 $0.00 $0.00 $1,185.42 $1,185.42 S100.00 City of Renton �FNI-O' Progress Payment No 16 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. „, , ;,;... .'- t Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders C.O.32 Wood Fence 32-A120 Wood Fence L.S. $1,892.06 1.00 $1,892.06- 0 $0.00 0 50.00 0.00 $0.00 1 $1,892.06 1.00 $1,892.06 100.00 C.O.32 Totals 51,892.06 $0.00 50.00 $0.00 $1,892.06 $1,892.06 $100.00 Schedule A Plus C.O.Totals $5,365,113.38 $129,484.03 $.5,146,054.27 $5,275,538.30 $66,327.06 $5,341,865.36 Schedule B Schedule B B1 1 MOBILIZATION AND DEMOLITION (NOT TO EXCEED 10%OF TOTAL OF BID SCHEDULE B) L.S. $15,000.00 $15,000.00 0.00 $0.00 1.00 $15,000.00 1.00 $15,000.00 0.00 $0.00 1.00 $15,000.00 100.00 B2 ,TRENCH SAFETY SYSTEMS L.S. $2,000.00 I $2,000.00 0.00 $0.00 1.00 $2,000.00 1.00 $2,000.00 0.00 $0.00 1.00 $2,000.00 100.00 REMOVAL AND REPLACEMENT OF B3 100 UNSUITABLE FOUNDATION TON $60.00 $6,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 84 SELECT IMPORTED TRENCH BACKFILL TON $35.00�1,226`5 y $44,275.00 0.00 $0.00 1,090.48 $38,166.80 1,090.48 $38,166.80 0.00 $0.00 1,090.48 $38,166.80 86.20 \!/\ $0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 B6 FURNISH AND INSTALL 8-INCH CL 52 20 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND POLYETHYLENE ENCASEMENT L.F. $140.00 $2,800.00 0.00, $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17 B7 FURNISH AND INSTALL 12-INCH CL 52 62 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND POLYETHYLENE ENCASEMENT L.F. $125.00 $7,750.00 0.00 $0.00 62.95 $7,868.75 62.95 $7,868.75 0.00 $0.00 62.95 $7,868.75 101.53 B8 FURNISH AND INSTALL 16-INCH CL 52 740 WATER MAIN WITH RESTRAINED-JOINT FITTINGS ANDNA POLYETHYLENE ENCASEMENT L.F. $135.00 $99,900.00 0.00 $0.00 729.50 $98,482.50 729.50 $98,482.50 0.00 $0.00 729.50 $98,482.50 98.58 09 _ADDITIONAL DUCTILE IRON FITTINGS LBS $5.00 3600 $18,000.00 0.00 $0.00 632.00 $3,160.00 632.00 $3,160.00 0.00 $0.00 632.00 $3,160.00 17.56 810 CONCRETE FOR THRUST BLOCKING ,C.V. $100.00 27 $2,700.00 0.00 $0.00 16.85 $1,685.00 16.85 $1,685.00 0.00 $0.00 16.85 $1,685.00 62.41 811 CONNECTION TO EXISTING WATER 4 _MAIN EACH $3,500.00 $14,000.00 0.00 $0.00 4.00 $14,000.00 4.00 $14,000.00 0.00 $0.00 4.00 $14,000.00 100.00 B12 CUT AND CAP EXISTING WATER 11 MAIN AND ABANDON EXISTING WATER FACILITIES EACH $650.00 $7,150.00 0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17 >\/ >< $0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 B14 FURNISH AND INSTALL 8-INCH GATE 2 _VALVE ASSEMBLY EACH $1,400.00 $2,800.00 0.00 $0.00 2.00 $2,800.00_ 2.00 $2,800.00 0.00 $0.00 2.00 $2,800.00 100.00 B15 FURNISH AND INSTALL 12-INCH GATE 1 VALVE ASSEMBLY EACH $2,500.00 $2,500.00 0.00 50.00 1.00 $2,500.00 1.00 $2,500.00 0.00 $0.00 1.00 $2,500.00 100.00 B16 FURNISH AND INSTALL 16-INCH GATE 1 VALVE ASSEMBLY EACH $8,000.00 $8,000.00 0.00 $0.00 1.00 $8,000.00 1.00 $8,000.00 0.00 $0.00 1.00 $8,000.00 100.00 L,t I'0,i, • • City of Renton of NToax Progress Payment No 16 Project Name: Duvall Avenue NE CAG: G 20-065 , TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders B17 FURNISH AND INSTALL FIRE 2 • HYDRANT ASSEMBLY ON NEW WATER MAIN EACH $8,000.00 $16,000.00 0.00 50.00 2.00 $16,000.00 2.00 $16,000.00 0.00 50.00 2.00 $16,000.00 100.00 B18 FURNISH AND INSTALL FIRE 7.0 HYDRANT ASSEMBLY ON EXISTING WATER MAIN INCLUDING WET TAP BY APPROVED WET-TAP CONTRACTOR EACH $8,000.00 $56,000.00 0.00 $0.00 7.00 $56,000.00 7.00 $56,000.00 0.00 $0.00 7.00 $56,000.00 100.00 B19 FURNISH AND INSTALL 1-INCH 1 WATER SERVICE CONNECTION EACH $1,700.00 $1,700.00 0.00 $0.00 1.00 $1,700.00 1.00 $1,700.00 0.00 $0.00 1.00 $1,700.00 100.00 B20 STORMWATER POLLUTION 1 PREVENTION(AND TESC)PLAN AND IMPLEMENTATION LS. $1,000.00 $1,000.00 0.000 50.00 1.000 $1,000.00 1.00 $1,003.00 0.00 $0.00 1.00 $1,000.00 100.00 FURNISH AND INSTALL 2-INCH 821 PERMANENT BLOW-OFF ASSEMBLY EACH $3,500.00 41111 $3,500.00 0.00 $0.00 1.00 $3,500.00 1.00 $3,500.00 0.00 $0.00 1.00 $3,500.00 100.00 Sub-Totals _ $311,075.00 $0.00 $271,863.05 $271,863.05 $0.00 $271,863.05 87.39 Washington State Sales Tax 10.1% $31,418.58 $0.00 $27,458.17 $27,458.17 $0.00 $27,458.17 Schedule B Totals $342,493.58 $0.00 $299,321.22 $299,321.22 $0.00 $299,321.22 87.39 ` .1 City of Renton 4 Progress Payment No 16 Project Name: Duvall Avenue NE CAG: TIB: N/A Contractor: Reed Trucking and Excavating FHWA: I `1 Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item I Description I Unit I Unit Price I Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost %of Contract Orders Schedule B Change Orders Schedule B Change Orders C.O.16 Water Main Connection Rev WATER MAIN CONFLICT 16-022 RESOLUTION F.A. $1,500.00 1.00 $1,500.00 0.00 $0.00 1.32 $1,976.47 1.32 $1,976.47 0.00 $0.00 1.32 $1,976.47 131.76 C.O.16 Totals I $1,500.00 $0.00 $1,976.47 $1,976.47 $0.00 $1,976.47 131.76 C.O.17 FH on 10th ' FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND B6 POLYETHYLENE ENCASEMENT L.F. $140.00 -20.00 -$2,800.00 0.00 $0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND 17-B6 POLYETHYLENE ENCASEMENT LF. $140.00 52.00 $7,280.00 0.00 $0.00 56.45 $7,903.00 56.45 $7,903.00 0.00 $0.00 56.45 $7,903.00 108.56 CUT AND CAP EXISTING WATER MAIN AND ABANDON EXISTING B12 WATER FACILITIES EACH $650.00 -11.00 -$7,150.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 CUT AND CAP EXISTING WATER MAIN AND ABANDON EXISTING 17-012 WATER FACILITIES EACH $650.00 13.00 $8,450.00 0.00 $0.00 13.00 $8,450.00 13.00 $8,450.00 0.00 $0.00 13.00 $8,450.00 100.00 MODULAR BLOCK WALL AND 17-823 SURVEY FOR FH L.S. $6,000.00 1.00 $6,000.00 0.00 $0.00 1.00 $6,000.00 1.00 56,000.00 0.00 $0.00 1.00 $6,000.00 100.00 C.O.17 Totals I $11,780.00 $0.00 $22,353.00 $22,353.00 $0.00 $22,353.00 189.75 Schedule B C.O.Sub-Totals $13,280.00 $0.00 $24,329.47 $24,329.47 $0.00 $24,329.47 183.20 !Washington State Sales Tao 10.1% $1,341.28 $0.00 $2,457.28 $2,457.28 $0.00 $2,457.28 Schedule B Change Order Totals $14,621.28 $0.00 $26,786.75 $26,786.75 $0.00 $26,786.75 183.20 I Schedule B Plus Schedule B C.O.Totals $357,114.86 $0.00 $326,107.96 $326,107.96 $0.00 $326,107.96 91.32 Schedule C Schedule C Cl SPCC PLAN L.S. $500.00 1. $500.00 0.00 $0.00 1.00 $500.00 1.00 $500.00 0.00 $0.00 1.00 $500.00 100.00 C2 MOBILIZATION L.S. $10,000.00 1. $10,000.00 0.00 $0.00 1.00 $10,000.03 1.00 $10,000.00 0.00 $0.00 1.00 $10,000.00 100.00 C3 JOINT UTILITY TRENCH LF. $100.00 180. $18,000.00 0.00 50-00 200.00 $20,000.00 200.00 $20,000.00 0.00 $0.00 200.00 $20,000.00 111.11 C4 LATERAL TRENCH LF. $75.00 1,150. $86,250.00 0.00 $0.00 1,122.00 $84,150.00 1,122.00 $84,150.00 0.00 $0.00 1,122.00 $84,150.00 97.57 INSTALL VAULT-PSE TYPE CS 2'6"82'6"x2'0" EACH $800.00 2.00 $1,600.00 0.00 $0.00 1.00 $800.00 1.00 $800.00 0.00 $0.00 1.00, $800.00 50.00 INSTALL VAULT-PSE TYPE C6 4'8"07'0"x5'8" EACH $1,000.00 4.00 $4,000.00 0.00 $0.00 4.00 $4,000.00 4.00 $4,000.00 0.00 $0.00 4.00 $4,000.00 100.00 INSTALL VAULT-PSE TYPE C7 5'3"x2'3"x2'9" EACH $1,000.00 1.00 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 INSTALL VAULT-COMCAST TYPE C8 1'6"03'0"PEDESTAL EACH $750.00 1.00 $750.00 0.00 50.00 1.00 $750.00 1.00 $750.00 0.00 $0.00 1.00 $750.00 100.00 ... City of Renton Progress Payment No 16 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A ilik iii Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders INSTALL CONDUIT PIPE-2 IN.DIAM. C9-PSE L.F. $12.00 30.00 $360.00 0.00 $0.00 223.00 $2,676.00 223.00 $2,676.00 0.00 $0.00 223.00 $2,676.00 743.33 INSTALL CONDUIT PIPE-3 IN.DIAM. C10-PSE L.F. $13.00 270.00 $3,510.00 0.00 $0.00 320.00 $4,160.00 320.00 $4,160.00 0.00 $0.00 320.00 $4,160.00 118.52 INSTALL CONDUIT PIPE-4 IN.DIAM. C11-POE L.F. 511.00 3,280.00 $36,080.00 0.00 $0.00 3,166.50 $34,831.50 3,166.50 $34,831.50 0.00 $0.00 3,166.50 $34,831.50 96.54 INSTALL CONDUIT PIPE-6 IN.DIAM. C12-PSE L.F. $22.00 220.00 $4,840.00 0.00 $0.00 232.00 $5,104.00 232.00 $5,104.00 0.00 $0.00 232.00 $5,104.00 105.45 ® City of Renton Progress Payment No 16 Project Name: Duvall Avenue NE CAG: CAG 20-065 ' ' --. TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bld item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders INSTALL CONDUIT PIPE-4 IN.DIAM. C13-COMCAST L.F. $11.00 180.00 $1,980.00 0.00 $0.00 195.00 $2,145.00 195.00 $2,145.00 0.00 $0.00 195.00 $2,145.00 108.33 Sub-Totals $168,870.00 _ $0.00 $169,116.50 $169,116.50 $0.00 $169,116.50 100.15 Washington State Sales 10.1% $17,055.87 $0.00 $17,080.77 $17,080.77 $0.00 $17,080.77 Schedule C Totals $185,925.87 $0.00 $186,197.27 $186,197.271 $0.00 $186,197.27 100.15 Schedule C Change Orders Schedule C Change Orders C.o.xxx $0.00 $o.00 $0.00 0.00 $o.00 $o.00 o.00 $0.00 #o!v/o! $0.00 $0.00 $0.00 $0.00 0.00 $0.00 #DIV/0! $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 #DIV/0! C.O.XXX Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 #DIV/0! C.O.XXXX $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 #DIV/0! • $o.00 $o.00 $o.00 o.00 $o.00 $o.00 o.00 $o.00 #DIV/o! $o.00 $o.00 $o.00 o.00 $o.00 $o.00 o.00 $o.00 #DIV/o! C.O.XXXX Totals $0.00 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 #DIV/01 Washington State Sales Tax 10.1% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Schedule C Change Order Totals $0.00 $0.00 $0.00, $0.00 $0.00 $0.00 #DIV/0! Schedule C Plus Schedule C C.O.Totals 3185,925.87 $0.00 $186,197.27 $186,197.27 $0.00 $186,197.27 ITotal Schedule A,B and C Plus Change Orders $5,908,154.10 . City of Renton Progress Payment No 16 Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 03/01/23 to 04/30/23 No. Completed Project Estimates Date: May 2,2023 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item I Description I Unit I Unit Price I Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost %of Contract Orders 'Schedule A Materials on Hand(MOH for BI A85 Electrical System Complete) -$62,171.72 $69,220.89 $7,049.17 **Deferral $0.00 $0.00 $0.00 Projected Final Total Amount All Schedules and Estimate to Complete Change Orders Schedule A Plus Schedule A C.O.Totals $129,484.03 $5,146,054.27 $5,275,538.30 Schedule B Plus Schedule B C.O.Totals $0.00 $326,107.96 $326,107.96 Schedule C Plus Schedule C C.O.Totals $0.00 $186,197.27 $186,197.27 Total All Schedules and Change Orders,MOH and Deferrals $67,312.31 $5,727,580.39 $5,794,892.70 I $66,327.06 _ I $5,854,170.59 Retainage 0%due to Retainage Bond $0.00 $0.00 $0.00 Pay This Amount $67,312.31 Approvals For This Progress Payment Signatu e Date Signature Date Resident Engineer 5/2/2 3 Contractor 2-eil ram '&, ? e t- 5/3/23 Project Manager G/ Q Transportation Design Mgr. Robert M.Hanson