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Home My WebLink About063-25 - Active Construction, Inc. - Supplement / Change Order 1CITY OF PORT ORCHARD Authorization for Change Order No. 1 Date: 12/29/25 Sidney Rd. Non -Motorized Imp. Project: Project Contract / Job # C063-25 Contractor: Active Construction, Inc. 5110 River Rd E. Tacoma, WA 98443 THIS CHANGE ORDER AUTHORIZES (add description). Additional Work/Construction Change Directives: I) Additional 150.5 tons of CSTC at was required for Alternates Al -A6. Excess CSTC quantities for the material are as follows Al -4@37 ton (12), A2-4@ 120.5 ton (40.5), A3-4@90 ton (30), A4-4@30.5 ton (10.5), A5-4@78 ton (28), A6-4@90.5 (30.5). MCO 001 was executed for the HMA overage for Alternates Al -A6. See MCO 001 for additional details. $11,739.00 2) Existing Air Release Assembly is failing at —Sta 38+95.00. Proposal Request 001 was issued for the replacement. COP 001 was received and approved for the additional saw cutting, demo/disposal, excavation, install 6" ARA and pave back. $14,753.85 + $1,372.11 (tax)=$16,125.96. Tax only applicable to Schedule C of the contract. Change Order ti 1 Totals- $27,864.96 w/ tax. See MCO 00I, PR 001, and COP 001 for additional details. Amount Sales Tax Total Date Appvd b Original Contract $2,653,782.44 $70,941.56 $2,724,724.00 22 -Jul -25 Council Change Order 1 $26,492.85 $1,372.11 $27,864.96 29 -Dec -25 PW Director Total Contract $2,680,275.29 $72,313.67 $2,752,588.96 I have reviewed the Change Order information above and certify that to the best of my knowledge descriptions and costs are and accurate. t Contr rappro S$pure Printed -Name & Title Public Works Director 6'G/a(4/ Printed Name Change Orders that do not exceed 10%, with a maximum of $50,000, of either legally authorized budget limit or contract Approved: amount established by City Council can be approved by the Public Works Director. Change Orders that do not exceed 10%, with a maximum of Attest: $100,000, of either legally authorized budget limit or contract amount established by City Council are to be approved by the Mayor. Change Orders over $100,000 or exceed a total of 10% require Council Action. Mayor City Clerk Council Approval Date Change Order - Minor Change Contract Number Contract Title State Loan Program Number C063-25 Sidney Road Non -Motorized Improvement Project Minor Change Number Change Description Date 001 Additional HMA repair sections (Alternates A1 -A6) 11/24/2025 Project Manager Phone Jeff Huffmyer 360-876-4991 Prime Contractor Phone Active Construction, Inc. 253-248-1091 Description of Change: The locations of repairs were marked for bid Alternates Al, A2, A3, A4, A5 and A6 for quantities in the design phase of the project. Months later the areas of repair had grown due to traffic and weather. The repair locations had to be increased in multiple locations to capture truly damaged sections of roadway. The increase in repairs resulted in more CSBC, CSTC and HMA for Alternates Al -A6. The remainder of the quantities will be captured under Change Order 001 for the project. Original Bid Item Amount Current Bid Item Amount Cost this Change Est. Remaining Bid Item Amount $5,000.00 $5,000.00 $5,000.00 $0.00 AZ Original Bid Item Amount Current Bid Item Amount Cost this Change Est. Remaining Bid Item Amount $5,000.00 $5,000.00 $5,000.00 $0.00 A.i Original Bid Item Amount Current Bid Item Amount Cost this Change Est. Remaining Bid Item Amount $5,000.00 $5,000.00 $5,000.00 $0.00 A4 Original Bid Item Amount Current Bid Item Amount Cost this Change Est. Remaining Bid Item Amount $5,000.00 $5,000.00 $5,000.00 $0.00 Ah Original Bid Item Amount Current Bid Item Amount Cost this Change Est. Remaining Bid Item Amount $5,000.00 $5,000.00 $5,000.00 $0.00 AB Original Bid Item Amount Current Bid Item Amount Cost this Change Est. Remaining Bid Item Amount $5,000.00 $5,000.00 $5,000.00 $0.00 All work, materials, and measurements construction involved unless state Prime Contractor's Signature: Project Manager's Signature: Public Works Director's Signature: ccordance with th9fpro ions of the Contract for the type of se ip4his document. Date 1 6O Date Date Attachment(s): ACI material tickets Jeff Huffmyer From: Dan Merlino <danm@activeconstruction.com> Sent: Wednesday, December 3, 2025 1:47 PM To: Erinn Stinson; Ben Kent; Jeff Huffmyer Cc: Christian Williams; Mike Evans Subject: Re: COR #1 I agree with this. I updated my spreadsheet and pulled the duplicates as well. From: Erinn Stinson <estinson@portorchardwa.gov> Sent: Wednesday, December 3, 2025 10:45 AM To: Dan Merlino <danm@activeconstruction.com>; Ben Kent <benk@activeconstruction.com>; Jeff Huffmyer <jhuffmyer@portorchardwa.gov> Cc: Christian Williams <cwilliams@portorchardwa.gov>; Mike Evans <mikee@activeconstruction.com> Subject: Re: COR #1 Following up from the last email... The tickets that were sent this morning are duplicates from September 10th, 11th, and 15th that I already have documented. I apologize for not catching this before sending the email this morning. I've updated the spreadsheet to reflect those removed amounts on the correct dates. Please see the updates attachment, with an overage of 150.5 Tons of CSTC. Thank you, ORCHARD Erinn M. Stinson I Project Coordinator/Inspector C: (360) 265-5753 1 D: (360) 876-5791 Please make official submittals to the Permit Center at permitcenter(a�portorchardwa.gov to ensure maintenance of an accurate Record. From: Erinn Stinson <estinson@portorchardwa.gov> Sent: Wednesday, December 3, 2025 10:20 AM To: Dan Merlino <danm@activeconstruction.com>; Ben Kent <benk@activeconstruction.com>; Jeff Huffmyer <jhuffmyer@portorchardwa.gov> IACTIVE CONSTRUCTION INC 12/09/25 Active Construction Inc Po Box 430 Puyallup, WA 98443 (253) 248-1091 1 Saw cut, demo, dispose, excavate, install, and import backfill. Tota I Christian Williams Erinn Stinson Jeff Huffmyer 216 Prospect Street Port Orchard, WA 1.000 LS $14,753.85 $14,753.85 $14,753.85 This proposal includes all saw cutting, demo & dispose, excavation (export spoils), install additional 6" ARV, import backfill, and pave back. Exclusions: • Contaminated soils. • Any utility work/unforeseen pipes. • Unforeseen obstructions concrete footings/etc. • Geo - tech/inspections. Proposal good for 30 days Should you have any questions or need any additional information please feel free to contact me anytime. Best Regards, Benjamin Kent Superintendent/Project Manager/Estimator (360) 340 - 4057 benk@activeconstruction.com Page 1 of 1 ¶o4t ORCHARD. Proposal Request Project: Sidney Rd. Non -Motorized Imp Project No.: C063-25 Owner: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 Contract Date: 07/22/2025 PR No.: PR -01 Issued: 11/17/2025 Issued To: Active Construction, Inc. 5110 River Rd. E Tacoma, WA 98443 Attn: Ben Kent/Dan Merlino Please submit an itemized proposal for changes in the Contract Sum and Contract Time for proposed modifications to the Contract Documents described herein. Submit proposal within 7 days or notify the City in writing of the date on which you anticipate submitting your proposal. THIS IS NOT A CHAGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: 1. Provide a cost for time and materials to replace the existing air release assembly and connection to existing force main at Sta. —38+95.00. The existing 1" copper line to the ARA is failing and the existing ARA is intended for water only. The new proposed ARA shall match those specified for the new contracted ARA and connection at Sta. 37+72.99 (SS -07) and detail (SS -10). a. Refer to attached plan for location of existing ARA to be replaced 2. Provide the cost for time and materials for revisions to the pavement sections due to the thicker pavement along Sidney Rd SW. a. Refer to attached sheets showing 6" HMA and the use of ATB. Attachments: SS Requested By: Jeff Huffmyer Copies To: ®Owner ® Contractor ❑ Architect ❑ Field ❑ Consultant ❑ Other END OF PROPOSAL REQUEST PUBLIC WORKS PHONE (360)876.4991 1 FAX (360) 876.4980 216 PROSPECT ST PORT ORCHARD, WA 98366 EMAIL: PUBLICWORKS@CITYOFPORTORCHARD.US WWW.CITYOFPORTORCHARD.US 0 0 L) 00 0 0 O M N w N 0 0 0 0 0 0 w 0 0 U 0 O I- 0 O U) N. 0 0 O 0 ARA to be proposed 4" HMA over 6" ATB over 8" CSBC to be replaced LEGEND H ........................ ......................... ........................ 0 20 40 ------- SAWCUT SEE RM SHEETS 4" HMA over 6" CSTC over 8" CSBC V I I I HMA CLASS 1/2 IN. PG 58H-22 SEE XS -01 A 37+70.02, 17.03 LT A 37+75.68, 44.00 LT 0 4 8 \ I 0 0 SCALE IN FEET INLAY SEE XS -01 A 37+86.00, 42.89 LT A 38+35.00, 41.00 LT (D 1 6" HMA over 6" CSTC over 8" CSBC HMA CLASS 1/2 IN. PG 58H-22 a COPO STD A -LINE (SIDNEY RD) A 41+42.73, 41.00 LT CEMENT CONC. SIDEWALK DETAIL 340 EX CB 2121 4 CURB CUT 75 FT � � � � GRADE DITCH FOR - X - - ----- - - ON CENTER - - - ---x---- --T---- ---x- x ------Y ,.-----x-----x-----x ---x-----x-----x-----x-----x-----x-----x-----x-----x-----x -----x-----x-----x- POSITIVE DRAINAGE /i CEMENT CONC. VERTICAL COPO STD CURB AND GUTTER DETAIL 300 v CEMENT CONC. TRAFFIC WSDOT STD IOP-_..._.TOP I TOP -TOP TO TO -- �-----� -� H-----OH-----0 --T --OH---- H-----0 --OH-- - F T6p ----0-----OH----- H-----OH-----OH-----OH -TO �fOP TOP TOP TOP -----OH-----OH----- TOP TOP CURB PLAN F-10.12 --OH -- H-----OH-----OH-----OH-----OH-----OH-----OH-- TOE TOE - 2----OH-----OH--- - 2 2 2 2 CEMENT CONC. PEDESTRIAN COPO STD TO T ---G-----G-----G-----G-----G-----G-------. � TOE ------G-----G-----G- F G= G----------G----- -rG�--r-----G-----G - G -----G---- G-----G--o--G G- - --�--G-----G-----G-- G ---- G--- -G c---- � c - CURB DETAIL 301 o I I I o c0 - — _ _ oo DETECTABLE WARNING SEE RD-11 + 0 ti :::::::::::::::::::::......:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::..:..:..::::::::::::::::::::::::::::::::::::::::::::::::::.:::::::.:::.: :.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.:::::::::::::::::::::::::::::::::::::::::::..:..::::::::::::::::::::::::::::::::::::.:::::::........................................................................................................:::::::::::::..:..... + o o 0 0 o00 SURFACE M D D Q ::::..:..:..:..:..:..:.....:..:..:...:..:..:..:..:..:..:: Q � SOLID WALL PVC STORM A R Lu ........................'"��z��...................................................__]L..................... - - _.�.,.._ SEWER PIPE zw _ ---I — I— — I— — —I —o — I — —'I — — I— — zw RI FORCE MAIN PIPE SEE SS SHEETS _(n U Lu v -----w--_ -w----w-----rv-----w-----w-----w-----w-----vy-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w--o -w-----w-----w r-----w----------w-----w-----w-- -w-----w---- _c/) U w WSDOTSTD 0■ CATCH BASIN TYPE 1 PLAN B-5.20 Lu --------------- ------ Q ® CONCRETE INLET (CI) WSDOT STD --_ ------------------� � `��-------- o PLAN B-25.60 TOE TOE TOE / TOE - TOE TOE TOE TOE TO TOE TOE �t TOE TOE TOE TOE TOE TOE - CATCH BASIN TYPE 2, WSDOT STD TOE � / � o = _— TOP - -a— TOP i OP TOP TOP— TOP 48 IN. DIAM. UNLESS PLAN B-10.20 = i� TpP TOP TOP TOP � I Q �� I/ TOP -SOP — TOP \� SOP TOP TOP TOP TOP OTHERWISE NOTED 1 / T RESETTING EXISTING HYDRANT PER PLAN SEE RD QUARRY SPALLS -12 -- -- -- -- -- -- -- -- -- /- ------ - - NEW / RELOCATED SIGN ON POST SEE CH SHEETS /' CONSTRUCTION NOTES INSTALL NEW STRUCTURE WITH SOLID, NON -SLIP LOCKING LID. @GRADE AREA TO MAINTAIN POSITIVE DRAINAGE AT QUARRY SPALL PADS (12" DEPTH). OINSTALL THICKENED CURB EDGE AT DETECTABLE WARNING SURFACE LOCATIONS PER DETAIL, SHEET RD -11. O4 ADJUST CATCH BASIN. O5 ADJUST CABLE VAULT. 250.0 ............................................................................................................................................................... 250.0 INSTALL NEW LOCKING SOLID METAL COVER AND FRAME ON EXISTING STRUCTURE PER WSDOT STD PLAN B-30.10 AND B-30.20. NEW GRADE @ LT FLOWLINE REPLACE VALVE BOX PER COPO STD DWG NO. 884. WATER VALVES 245.0 ............................................................................................................................................................... 245.0 SHALL BE STAMPED WITH "WATER" ON THE IRON LID AND SEWER APPROX. EX• GRADE @ VALVES SHALL BE STAMPED WITH "SEWER" ON THE IRON LID. (DADJUST VALVE BOX. OSEE SHEET RD -11 FOR THROUGH -CURB INLET DETAIL. 240.0 ......I.I......................................................................................................................... .. ..... 240.0 - I I 10 INSTALL C900 THICK WALL, PRESSURE RATED PIPE AND JOINTS. _ - - INSTALL VAPOR BARRIER. 6 EX GAS GENERAL NOTES: 235.0 EX CB 2121......................................................................................................................................... 235.0 A 37+68.02, 16.03' LT 1 FOR INTERSECTION GRADING, SEE INT SHEETS I M:240.82 IE OUT: 237.90 12" (S) (EX PIPE) 2. FOR CURB CUT DETAIL, SEE SHEET RD -12. 3. SEPARATION BETWEEN STORM PIPE AND EXISTING UTILITIES SHALL BE 230.0 .EX ............................................................................................................................................................... 230.0 2 INCHES MINIMUM. IF VERTICAL CLEARANCE IS LESS THAN 6 INCHES, A POLYETHELYNE FOAM PAD SHALL BE PLACED BETWEEN THE APPROX. EX GRADE @ UTILITIES PER SECTION 7-08.3 OF THE SPECIAL PROVISIONS. NEW GRADE @ :LT FLOWLINE 1 4. EXISTING WATERLINE SHOWN IS BASED ON POTHOLE DATA COMPLETED 1 O • �. cam. NOS. ��. 0ON ON 0O� •N' OO�. 0Or`� OOo. N- -C. 0O�"') I�� O •N• •N' s -N. cow. � cps •' �C. N0. CDC. cow. cDN I'7O Oc.O 0Oi"� OCD. �'N- cDO NIA BY THE CITY OF PORT ORCHARD AND INCLUDED IN AN APPENDIX TO N N• N' N' . � � cN . Cq N N N N N N N N' N N N' (N . CN . N N N N N N O�' N N' N N O�' OO' OO' OO' � � N N N N N N N N O)O' O� � c N N N N THE SPECIAL PROVISIONS. CONTRACTOR SHALL POTHOLE PRIOR TO EXCAVATING FOR STORM PIPE AND STRUCTURES. 37+50 38+00 39+00 40+00 41+00 41+50 O REVISIONS DATE BY DESIGNED BY: T. BECK ISSUE DATE: JUNE 2025 ALL DIMENSIONS �ZC HA E� OF WAsy � �� J��c 1 � � � SIDNEY ROAD NON -MOTORIZED IMPROVEMENTS CITY OF PORT ORCHARD DRAWING No.: DRAWN BY: JOBNo.: SHOWN IN FEET y � SC�.J I:LLIANC E M. WEYRAUCH 23-000875 UNLESS OTHERWISE CONSULTING SERVICES SHEET No.: DESIGNATED <s G?- 2727 HOLLYCROFT STREET,SUITE 230, GIG HARBOR,WA 98335 ROADWAY AND DRAINAGE PLAN AND PROFILE APPROVED BY: DRAWING FILE No.: A. KNIGHT 23-000875 RD -07 oh IDNA P: 253.201.0777 SCJALLIANCE.COM A 37+50 - A 41+50 20 OF 54 ��ti