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Home My WebLink AboutCenter road Department of Public Works O Consent Agenda Page 1 of 1 Jefferson County Board of Commissioners Agenda Request To: Board of Commissioners Mark McCauley, County Administrator From: Monte Reinders, P.E., Public Works Director/County Engineeo� Agenda Date: June 17, 2024 Subject: Change Order No. 1, for Center Road 211 Overlay Project Project No. 1802096, County Road No. 931507, CRAB R.A.P. Project No. 1622-01 Statement if Issue: Change Order No. 1 with Lakeside Industries, Inc. of Port Angeles, Washington. Analysis/Strategic Goals/Pro's If Con's: This change order consists of 4 parts: Part 1: Change of Planing and Paving Width to completely remove the existing chip seal surface from the roadway Part 2: Crack Sealing to seal the cracks in the existing surface of the asphalt shoulders with Hot Applied Sealant for Bituminous Pavement. Part 3: Culvert Pipe Repair of an existing culvert in the north-bound lane of Center Road at sta. 761+30 which is seeping stormwater upward and onto the newly planed asphalt roadway surface. Part 4: Deletion of Item 18 Plastic Drainage Markers from the contract; this work to be done by County Forces. Fiscal Impact/Cost Benefit Analysis: Change Order No. 1 adds $58,983.23 to the existing contract amount of $1,112,583.65 for a revised contract total amount of $1,171,566.88 and adds 0 Working Days. This project is funded at 100% by a County Road Administration Board (CRAB), Rural Arterial Program (R.A.P.) State grant. Recommendation: Public Works recommends that the Board authorize Change Order No. 1 with Lakeside Industries, Inc., and return two originals to Public Works for further processing. Department Contact: John Wayand, Project Manager, 385-9377. Reviewed B . ,6 Mark M auley, County Administrator Date JEFFERSON COUNTY Sheet I of 5 DEPARTMENT OF PUBLIC WORKS Change Order No. 1 Date: 6/3/2024 CHANGE ORDER 1(PARTS 1,2, 3,41) Ordered by County Engineer under terms of ❑X Section]-04.4 of the Standard Specifications Contnet No. Change proposed by Contractor To: Lakeside Industries,Inc. Endorsed by: Lakeside Industries Inc. P.O.Box 728. � „ Port Angeles,WA.98362 Contractor Firm Name Signa(ure Date Title Consent given bySuW7 when required) Project Title Center Road 2R Overlay By_ Project No.1802096 Anorn ,(act Date You are ordered to pi rfarm the following described work upon receipt of an approved copy of this change order: PART 1:CHANGE OF PLANING AND PAVING WIDTH This change is being made to completely remove the existing chip seal surface from the roadway. Existing Item Id Planing Bituminous Pavement,SY This change order provides for additional quantities of Planing Bituminous Pavement for an increase in total planing width from 24'wide to 25'wide,from sta.543+60 to sta.668+00. This change requires an additional 1,293.33 SY of planing. Estimated cost is:$2,728.93 Change in Contract Time:0 additional Working Days Existing Item 12 HMA CL 1/2 In.PG 58H 22,TON This change ordgr provides for additional quantities of HMA Cl.1/2 In. PG 58H-22(Hot Mix Asphalt)for an increase in total width from 24'wide to 25'wide,from sta.543+60 to sta.658+00 south-bound lane and from sta.543+60 to 657+50 north-bound lane. This change requires an additional 173.34 TONS of HMA. Estimated cost is:$16,467.30 Change in Contract Time:0 additional Working Days Existing Item 2 Proiect Temporary Traffic Control,LS This change ordI r provides for additional Project Temporary Traffic Control to accomplish the increase in total width from 24'wide to 25'wide,from sta.543+60 to sta.658+00 south-bound lane and from sta.543+60 to 657+50 north- bound lane. This change requires an additional$2,696.00 for traffic control. Estimated cost is:$2,696.00 Change in Contract Time:0 additional Working Days Change Order 1,Part 1 Summary: Estimated Cost: $2,728.93 Planing Bituminous Pavement $16,467.30 HMA CL.1/2 In.PG 58H-22 $2,696.00 Protect Temporary Traffic Control $21,892.23 itotal Estimated Net Cost Change Estimated Contract Time: 0 Working Days Planing Bituminous Pavement 0 Working Days HMA CL. 1/2 In.PG 58H-22 0 Working Days Protect Temporary Traffic Control 0 Working Days Total Estimated Net Working Days Change Sheet 2 of 5 PART 2:Crack Sealing ° This change is tieing made to seal the cracks in the existing surface of the asphalt shoulders. New Item 26 Crack Sealing,LS. This change order adds the new item"Item 26 Crack Sealing,L.S."per Standard Specification 1-04.4. This change order provides for sealing the cracks in the existing asphalt shoulders with Hot Applied Sealant for Bituminous Pavement. The crack sealing will occur on both the north-bound and south-bound shoulders for the entire project length from sta. 543+60 to sta.667+22,for an estimated 3,225 LF.of cracks. This change order also includes shoulder sweeping and traffic control. This change requires an additional$26,325.00 L.S. Estimated cost is:$26,325.00 Change In Contract Time:0 additional Working Days Change Order 1,Part 2 Summary-, Estimated Cost: $26,325'00 Total Estimated Net Cost Change Estimated Contract Time: 0 Working Days Total Estimated Net Working Days Change i PART 3:Culvert Pipe Repair This change is tieing made to repair an existing culvert in the north-bound lane of Center Road at sta.761+30 which is seeping stormwater upward and onto the newly planed asphalt roadway surface. New Item 27 Culvert Pipe Repair.LS. This change order adds the new item"Item 27 Culvert Pipe Repair,L.S."per Standard Specification 1-04.4. This change order provides for asphalt sawcutting,excavation and removal of the existing broken concrete culvert pipe, installation of 13 L.F.of new 6"diam.PVC culvert drain pipe,Crushed Surfacing Base Course bedding and backfill rock, 1.5 tons of 4"thick HMA pavement repair,sweeping,and traffic control. This change requires an additional$17,262.00 L.S. Estimated cost�is:$17,262.00 Change in Contract Time:0 additional Working Days Change Order 1,Part 3 Summary: Estimated Cost: $17,262.00 Total Estimated Net Cost Change Estimated Contract Time: 0 Working Daiys Total Estimated Net Working Days Change PART 4:Plastic Drainage Marking This change is being made in order to remove installation of plastic drainage markers from the contract and have Jefferson County forces install the plastic drainage markers in conjuction with installation of plastic culvert numbers. Existing Item 18 Plastic Drainage Marking,EA. This change order deletes the existing"item 18 Plastic Drainage Marking,EA."per Standard Specification 1-04.4. Removing this item from the contract will allow earlier work completion and close-out of the contract. Jefferson County forces will be used to install the plastic drainage markers and the plastic culvert numbers. This change reduces the contract amount by$6,496.00. Estimated Cost.-$6,496.00 Change in Contract Time:0 reduction in Working Days. Change Order 1,Part 4 Summary: Estimated Cost: -$6,496.00 Total Estimated Net Cost Change Estimated Contract Time: 0 Working Days Total Estimated Net Working Days Change i Sheet 3 of 5 Total Change Order 1 Summary: Estimated Cost; $21,892.23 Part 1:Change of Planing and Paving Width $26,325.00 Part 2:Crack Sealing $17,262.00 Part 3:Culvert Pipe Repair -%A96,00 Part 4:Plastic Drainage Marking $58,983.23 Total Estimated Net Cost Change Estimated Contract Time: 0 Working Day Part 1: Change of Planing and Paving Width 0 Working Days Part 2: Crack Sealing 0 Working Days Part 3:Culvert Pipe Repair 0 Working Days Part 4:Plastic Drainage Marking 0 Working Days Total Estimated Net Working Days Change All work materials and measurement to he in accordance with the provisions of the standard specifications and s ecial. rovisions for;the type of construction involved. ORIGINAL CURRENT ESTIMATED ESTIMATED CONTRACT CONTRACT NET CHANGE CONTRACT TOTAL AMOUNT AMOUNT TIES ORDER AFTERCHANGE S1,112,583.65 $1,112,583.65 $58,983.23 $1,171,566.88 ORIGINAL CURRENT CONTRACT TIME NEW CONTRACT CONTRACT TIME CONTRACT TIME CHANGE(Add/Del) TIME 25 Working Days) 25 Working Days 0 Working Days 25 Working days APPROVAL RECOMMENDED APPROVAL MMENDE P-Jeet J4Emrager Date County F-gineer Date APPROVAL RECOMMENIAD APPROVED Bngineerieg Servings Manager Dole Chair.Jefferson Cormty Cmm duldnav Date JEFFERSON COUNTY I I ContraotNo. 1 I I I 1802096 Sheet 4 of 5 DEPARTMENT OF PUBLIC WORKS ! I I I Change I I i Date: I 6/3lZ024 CHANGE ORDER 1(PARTS 1,2,3,and 4)ESTIMATE Order No. l 1 TEEM GROUP DESCRIPTION EXISTING EXISTING EXISTING EXISTING NEW NEW NEW NEW -- —---NEW - --- -- - "— —NO NO UNIT UNIT TOTAL TOTAL UNIT UNrr TOTAL TIOTAL AMOUNT MEASURE PRICE QUANTITY AMOUNT MEASURE PRICE QUANTITY AMOUNT CHANGE PART 1:CHANGE OF PLANING AND PAVING WIDTH EXISTING ITEM Planing Bituminous 10 N/A Pavement SY $2.11 60000.00 $126,600.00 SY $2.11 61293.33 $129,328.93 $2,728.93 Total Item 10 SY $2.11 60000.00 $126,600.00 SY $2.11 61293.33 $129,328.93 $2,728.93 HMA CL.1/2 In.PG 12 N/A 5SH-22 TON $95.00 8185.00 $777,575.00 TON $95.00 8358.34 $794,042.30 $16,467.30 Total Item 12 TON $95.00 9185.00 $777,575.00 TON $95.00 8358.34 $794,042.30 $16,467.30 Project Temporary 21 N/A Traffic Control L.S. $55,000.00 1.00 S55,000.00 L.S. $57,696.00 1.00 $57,696.00 $2,696.00 Total Item 21 L.S. $55,000.00 1.00 $55,000.00 L.S. $57.696.00 1.00 $57,696.00 $2,696.00 TOTAL PART 1 $959,175.00 $981,067.23 $21,892.23 PART 2:CRACK SEALING NEW ITEM 26 N/A Crack Sealing N/A $0.00 0.00 $0.00 L.S. $26,325.00 1.00 $26,325.00 $26,325.00 Total Item 26 N/A $0.00 0.00 $0.00 L.S. 1 $26,325.00 1.00 $26,325.00 $26,325.00 TOTAL PART 2 $0.00 $26.325.00 $26.325.00 I I Sheet 5 of 5 ITEM GROUP DESCRIPTION EXISTING EXISTING EXISTING EXISTING NEW NEW NEW NEW NO NO. UNIT UNIT TOTAL TOTAL UNIT UNIT TOTAL TOOTAL AMOUNT MEASURE PRICE QUANTITY AMOUNT MEASURE PRICE QUANTITY AMOUNT CHANGE PART 3:CULVERT PIPE REPAIR NEW ITEM 27 N/A Culvert Pipe Repair NIA $0.00 0.00 $0.00 L.S. $17,262.00 1.00 $17,262.00 $17,262.00 Total Item27 NIA $0.00 0.00 $0.00 L.S. $17,262.00 1.00 $17,262.00 $17,262.00 i i i i i TOTAL PART 3 $0.00 $17,262.00 $17,262.00 PART 4:PLASTIC DRAINAGE MARKING EXISTING rMM Plastic Drainage 18 NIA Marking EA. $112.00 58.00 $6,496.00 EA. $112.00 -58.00 $0.00 -$6,496.00 Total Item 18 N/A $112.00 58.00 $6,496.00 EA. $112.00 -58.00 $0.00 -$6.496.00 TOTAL PART 4 { $0.00 $0.00 -S&496.00 i i CHANGE ORDER 1(PARTS 1,2,3,and 4)ESTIMATED NET CHANGE TOTAL: $58,983.23