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029-24 - Miles Resources, LLC - Supplement / Change Order 5
CITY OF PORT ORCHARD Ll Authorization for Change Order No. 5 Date: 11/27/2024 Contractor: Miles Resources, LLC Project: Pottery Ave Non -Motorized Improvements 400 Valley Avenue NE Contract / Job # CO29-24 Puyallup, WA 98372 THIS CHANGE ORDER AUTHORIZES (add description). Changes in the paving plan from Change Directive #1 resulted in differences in overall quantities for bid items A- IS, A- 16, B-10 and B-11. The result of this change was a modification to the unit price of those bid items to $4.00/SY for bid items A-15 and B-10 and $108.00/TN for bid items A-16 and B-11. In addition, fiber reinforcement was added to the HMA pavement mix at an additional cost of $8.50/TN. Additional traffic control and TICS were required for paving changes resulting in an additional cost of $3,880.00. 403.15 TN of item B-11 were paid out in the August pay request PR5 at the original unit price of $112.00/TN. This change order includes a credit for $4/TN for 403.15 TN. Resultant credit is $1,612.60 with a tax credit of $149.97 for a total credit of $1,762.57. PSE poles were required to be removed for the Contractor to continue construction of new sidewalk. Miles Resources was directed to remove PSE utility poles with a total additional cost of $900.34. Balancing Change Order -Additional Work for Bid Items A-15, A-20, A-26, A-30, A-31, A-33, A-35, A-36, A-37, A-38, A- 45, A-46, A-48, A-51, B-6, B-23, B-24, B-33, and Change Order 5 as stated above. A credit is provided for Bid Items A-2, A-7, A-8, A-13, A-14, A-16, A-17, A-21, A-25, A-28, A-32, A-34, A-40, A-41, A-42, A-47, A-49, A-50, A-54, A-55, A-56, B-1, B-3, B-5, 6-9, B-10, B-11, B-13, B-31, B-34, B-35, B-37, and B-39. Substantial Completion Letter issued November 15, 2024. See attached Cost Summary Sheet for breakdown. Contract History Amount Sales Tax Total Date Appvd b Original Contract $1,929,360.50 $80,367.11 $2,009,727.61 27-Feb-24 Council Change Order 1 $20 987.20 $1 951.81 $22 939.01 28-Mar-24 PW Director Change Order 2 $71 673.25 $0.00 $71 673.25 26-Jul-24 Mayor Change Order 3 $44 600.00 $0.00 $44 600.00 13-Au -24 Council Change Order 4 1 $38,561.121 $0.00 $38 561.12 21-Oct-24 PW Director Change Order 5 1 -$110 470.31 -$4 228.36 -$114 698.67 27-NOV-24 PW Director Total Contract $1,994,711.76 $78,090.56 $2,072,802.32 1 have reviewed the Chanee Order information above and certifv that to the best of my knowledee descriptions and costs are true and accurate. Kimberly Rody --- Contractor Approval Signature Kimberly Rody, Project Manager Printed Name & Title Public Works Dire r Denis Ryan 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. Attest: Change Orders that do not exceed 10%, with a maximum of $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 U:N3_Capital Improvement rogram _ ctive rotects trees olterySi ewalk xtenlion(Sunset to ay .0 Financial Adminstration\1.6 Change Orders\CO #5XChange Or er oc Page 1 Cost Summary Sheet Chanee Order NS Additional ITEM NO. ITEM DESCRIPTION BID CITY UNITS ORIGINAL UNIT PRICE BID AMOUNT TAX AMOUNT A-15 Planing Bituminous Pavement 950 SY 16.00 $ 15,200.00 $ A-20 Adjust Manhole 4 EA 1,225.00 $ 4,900.00 $ A-26 Adjust Valve Box 9 EA 770.00 $ 6,930.00 $ A-30 Seeding, Fertilizing, and Mulching 570 SY 9.00 $ 5,130.00 $ A-31 Bark Or Wood Chip Mulch 70 SY 9.00 $ 630.00 $ A-33 Topsoil Type A 630 SY 9.00 $ 5,670.00 $ A-35 Cement Cone. Traffic Curb 45 LF 38.00 $ 1,710.00 $ A-36 Cement Conc. Traffic Curb and Gutter 1,850 LF 40.00 $ 74,000.00 $ A-37 Cement Cone. Driveway Entrance Type 1 130 SY 69.00 $ 8,970.00 $ A-38 Coated Chain Link Fence Type 4 420 LF 38.00 $ 15,960.00 $ AAS Paint Line 8,060 LF 0.74 $ 5,964.40 $ A-46 Plastic Line 700 LF 2.64 $ 1,849.00 $ AA8 Plastic Wide Line 820 LF 4.85 $ 3,977.00 $ A-51 Plastic Crosswalk Line 370 SF 7.12 $ 2,634.40 $ B-6 Gravel Borrow Incl. Haul 255 TN 28.00 $ 7,140.00 $ 664.02 B-23 Testing Sewer Pipe 1,820 LF 5.40 $ 9,828.00 $ 914.00 B-24 High -Density Polyethylene HDPE Pipe 10 In. Diam. 1,510 LF 139.00 $ 209,890.00 $ 19,519.77 B-33 Cement Conc. Traffic Curb 10 LF 38.00 $ 380.00 $ 35.34 Cos Fiber for HMA - Sch. A 0 $ $ C05 Fiber for HMA - Sch. B 0 $ $ Cos Additional Flaggers, 0 $ $ C05 Additional TCS 0 $ $ Cos Removal of PSE Poles 0 $ $ Bid Total $ 380,761.80 $ 21,133.13 Credit ITEM DESCRIPTION BID CITY UNITS ORIGINAL UNIT PRICE BID AMOUNT TAX AMOUNT A-2 Minor Changes 1 LS 15,000.00 $ 15,000.00 $ A-7 Roadway Excavation Incl. Haul 1,390 CY 66.00 $ 91,740.00 $ A-8 Gravel Borrow Incl. Haul 10.00 TN 167.00 $ 1,670.00 $ A-13 Crushed Surfacing Top Course 890 TN 63.00 $ 56,070.00 $ A-14 Crack Sealing Bit Pvmt - FA 1 FA 10,000.00 $ 10,000.00 $ A-16 HMA Cl. 1/2 In. PG 58H-22 1,500 TN 136.35 $ 204,525.00 $ A-17 HMA for Approach Cl. 1/2 In. PG 581-1-22 5 TN 200.00 $ i,000.00 $ A-21 Adjust Catch Basin 12 EA 440.00 $ 5,280.00 $ A-25 Gravel Backfill for Pipe Zone Bedding 50 CY 22.00 $ i,ioo.00 $ A-28 High Visibility Fence 770 LF 6.00 $ 4,620.00 $ A-32 Fine Compost 570 SY 9.00 $ 5,130.00 $ A-34 Cement Cone. Pedestrian Curb 65 LF 36.50 $ 2,372.50 $ A-40 Cement Conc. Curb Ramp Type Parallel A 4 EA 1,900.00 $ 7,600.00 $ A41 Cement Cone. Sidewalk 750 SY 58.00 $ 43,500.00 $ A-42 Detectable Warning Surface 35 SF 28.50 $ 997.50 $ A47 Painted Wide Line 5,730 LF 0.74 $ 4,240.20 $ A-49 Painted Crosshatch Marking 1,510 LF 1.10 $ 1,661.00 $ A-50 Plastic Stop Line 80 LF 13.20 $ 1,056.00 $ A-54 Removing Paint Line 8,100 LF 1.97 $ 15,957.00 $ A-55 Removing Plastic Crosswalk Line 160 SF 4.40 $ 704.00 $ A-56 Removing Plastic Traffic Marking 15 EA 330.00 $ 4,95o.00 $ B-1 Minor Changes 1 LS 10,000.00 $ 10,000.00 $ 930.00 B-3 Removal and Disposal of Asbestos Materials 1 LS 3,300.00 $ 3,300.00 $ 306.90 B-5 Roadway Excavation Incl. Haul 690 CY 94.00 $ 64,860.00 $ 6,031.98 B-9 Crushed Surfacing Top Course 720 TN 64.00 $ 46,080.00 $ 4,285.44 B-10 Planing Bituminous Pavement 1,420 SY 5.00 $ 7,100.00 $ 660.30 B-11 HMA Cl. 1/2 In. PG 581-1-22 770.00 TN 112.00 $ 86,240.00 $ 8,020.32 B-13 Adjust Catch Basin 1.00 EA 440.00 $ 440.00 $ 40.92 B-31 Fine Compost 20.00 SY 22.00 $ 440.00 $ 40.92 B-34 Cement Cone. Traffic Curb and Gutter 10.00 LF 40.00 $ 400.00 $ 37.20 B-35 Cement Conc. Sidewalk 20.00 SY 58.00 $ 1,160.00 $ 107.88 B-37 Painted Wide Line 1,580.00 LF 0.75 $ 1,185.00 $ 110.21 B-39 Removing Plastic Crosswalk Line 10.00 SF 4.40 $ 44.00 $ 4.09 Bid+CO Total 1 $ 700,422.20 $ 20,576.16 Total Contract $ 2,072,802.32 Change Order No. 5 $ (114,698.67) Actual CITY UNITS REVISED UNIT PRICE AMOUNT TAX AMOUNT 14,140.00 SY 4.00 $ 56,560.00 $ 9.00 EA 1,225.00 $ 11,025.00 $ 12.00 EA 770.00 $ 9,240.00 $ 958.50 SY 9.00 $ 8,626.50 $ 160.00 SY 9.00 $ 1,440.00 $ 1,081.00 SY 9.00 $ 9,729.00 $ 48.00 LF 38.00 $ 1,824.00 $ 1,857.00 LF 40.00 $ 74,280.00 $ 151.50 SY 69.00 $ 10,453.50 $ 427.00 LF 38.00 $ 16,226.00 $ 10,751.00 LF 0.74 $ 7,955.74 $ 800.00 LF 2.64 $ 2,112.00 $ 860.00 LF 4.85 $ 4,171.00 $ 508.00 SF 7.12 $ 3,616.96 $ 329.65 TN 28.00 $ 9,230.20 $ 858.41 1,829.00 LF 5.40 $ 9,876.60 $ 918.52 139.00 $ 211,280.00 $ 19,649.04 38.00 $ 817.00 $ 75.98 8.50 $ 15,547.35 W 8.50 $ 6,545.00 $ 608.69 1,980.00 $ 1,980.00 1,900.00 $ 1,900.00 900.34 $ 900.34 $ Actual Total $ 475,336.19 $ 22,110.64 Actual CITY UNITS REVISED UNIT PRICE AMOUNT TAX AMOUNT 0,969 LS 15,000.00 $ 14,531.64 $ 166.03 CY 66.00 $ 10,957.98 $ 0.00 TN 167.00 $ $ 238.68 TN 63.00 $ 15,036.84 $ 0,415 FA 10,000.00 $ 4,147.60 $ 1,876.13 TN 108.00 $ 202,622.04 $ 0.00 TN 200.00 $ $ 7.00 EA 440.00 $ 3,080.00 $ 0.00 CY 22.00 $ $ 350.00 LF 6.00 $ 2,100.00 $ 0.00 SY 9.00 $ $ 55.00 LF 36.50 $ 2,007.50 $ 3.00 EA 1,900.00 $ 5,700.00 $ 740.00 SY 58.00 $ 42,920.00 $ 34.00 SF 28.50 $ 969.00 $ 5,562.00 LF 0.74 $ 4,115.88 $ 1,078.00 LF 1.10 $ 1,185.80 $ 73.00 LF 13.20 $ 963.60 $ 8,013.00 LF 1.97 $ 15,785.61 $ 80.00 SF 4.40 $ 352.00 $ 11.00 SF 330.00 $ 3,630.00 $ 0.625 LS 10,000.00 $ 6,252.33 $ 581.47 0.00 LS 3,300.00 $ $ 310.00 CY 94.00 $ 29,140.00 $ 2,710.02 624.87 TN 64.00 $ 39,991.68 $ 3,719.23 1,420 SY 4.00 $ 5,680.00 $ 528.24 770.00 TN 108.00 $ 83,160.00 $ 7,733.88 0.00 EA 440.00 $ $ 0.00 SY 22.00 $ $ 0.00 LF 40.00 $ $ 16.00 SY 58.00 $ 928.00 $ 86.30 160.00 LF 0.75 $ 120.00 $ 11.16 0.00 SF 4.40 $ $ Actual Total $495,377.50 $ 15,370.30 AMOUNT TAX AMOUNT $ 41,360.00 $ - $ 6,125.00 $ - $ 2,310.00 $ - $ 3,496.50 $ - $ 810.00 $ $ 4,059.00 $ - $ 114.00 $ $ 280.00 $ $ 1,483.50 $ - $ 266.00 $ $ 1,991.34 $ - $ 264.00 $ $ 194.00 $ $ 982.56 $ $ 2,090.20 $ 194.39 $ 48.60 $ 4.52 $ 1,390.00 $ 129.27 $ 437.00 $ 40.64 $ 15,547.35 $ - $ 6,545.00 $ 608.69 $ 1,980.00 $ - $ 1,900.00 $ - $ 900.34 $ Additional Total 1 $ 94,574.39 $ 977.50 AMOUNT TAX AMOUNT $468.36 $0.00 $80,782.02 $0.00 $1,670.00 $0.00 $41,033.16 $0.00 $5,852.40 $0.00 $1,902.96 $0.00 $1,000.00 $0.00 $2,200.00 $0.00 $1,100.00 $0.00 $2,520.00 $0.00 $5,130.00 $0.00 $365.00 $0.00 $1,900.00 $0.00 $580.00 $0.00 $28.50 $0.00 $124.32 $0.00 $475.20 $0.00 $92.40 $0.00 $171.39 $0.00 $352.00 $0.00 $1,320.00 $0.00 $3,747.67 $348.53 $3,300.00 $306.90 $35,720.00 $3,321.96 $6,088.32 $566.21 $1,420.00 $132.06 $3,080.00 $286.44 $440.00 $40.92 $440.00 $40.92 $400.00 $37.20 $232.00 $21.58 $1,065.00 $99.05 $44.00 $4.09 Credit Total 1 $205,044.70 $5,205.86 Difference $ (110,470.31) $ (4,228.36) Time and Materials Summary Sul MILES Job # 24034 Project Name Pottery Ave Client City of Port Orchard Date 9/17/2024 Bid Item Sta/Loc Port Orchard EWO or FA # ewO-#8 Phase Weather Description Removed poles between Lippert and Sunset. Labor Name (First, Last) Class Hours O/T Hours Rate O/T Rate Extended Aram Mann Foreman 1 $ 101.76 $ 101.76 Andy Wight Operator 2 1 $ 94.93 $ 94.93 Christina Dawson Operator 2 1 $ 94.93 $ 94.93 Alexander Russell Laborer 1 $ 71.63 $ 71.63 Mike Malone TCS 1 $ 65.31 $ 65.31 Charlene Christian Flagger 1 $ 61.35 $ 61.35 Mark Hite Flagger 1 $ 61.35 $ 61.35 Equipment Equipment # Description Hours Stby Hours Rate Stby Rate Extended 70.9019 JD 21OG 1 $ 80.68 $ 80.68 11.1482 Foreman Truck 1 $ 47.34 $ 47.34 12.790 TCS Truck 1 $ 28.35 $ 28.35 Materials Material or Invoice # Unit Cost UOM Material Type QTY Amount Subcontractors Name Unit Cost UOM Work Description QTY Amount Information Required (additional information required to process this EWO/FA to be listed below.Example: Subcontractor or supplier invoices or delivery slip ticket numbers) 1 Contact Agency Inspection Authority 2 Name 3 Notified 4 Time 5 Method Breakdown Category Sub Total x M/U = Total Labor $551.26 31% $722.15 Equipment $156.37 21% $189.21 Materials/Services $0.00 21% $0.00 Subcontractor $0.00 12% $0.00 Calculated Total: $911.36