Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutChange Order - 0202/13/2023 on behalf of Kelly Beymer 2/14/2023 CAG-22-015, CO #2-23 ACTIVE CONSTRUCTION INC. A.C.I. PROJECT A.C.I. PHASE CODE N/A Forward Price JOB #22-023 DATE WORK PERFORMED : HOURS @ RATE TOTAL 18.0 @ $93.20 $1,677.60 26.0 @ $86.63 $2,252.38 18.0 @ $68.32 $1,229.76 $5,159.74 EQUIP. NO. EQUIPMENT DESCRIPTION HOURS @ RATE TOTAL 511 ON-HWY LIGHT DUTY TRK 18.0 @ $25.33 $455.94 497 JD 50 Mini Exc 18.0 @ $62.70 $1,128.60 576 245G Excavator 1.0 @ $145.82 $145.82 424 JD 644K Wheel Loader 3.0 @ $89.72 $269.16 279 CAT BACKHOE 4.0 @ $66.20 $264.80 $2,264.32 UNIT @ RATE TOTAL $0.00 UNIT @ RATE TOTAL $0.00 UNIT @ RATE TOTAL $0.00 TOTALS Labor $5,159.74 Small Tools 3% $154.79 Safety 2% $103.19 Equipment $2,264.32 Materials $0.00 Services $0.00 SUBTOTAL $7,682.05 Total Subcontracts $0.00 Subcontract Markup 12% $0.00 SUBTOTAL $0.00 FOOH/HOOH 12%$921.85 SUBTOTAL $8,603.89 B&O 1.00% $0.00 1.00%$86.04 Bond 1.00% $0.00 1.00% $86.04 SUBTOTAL $0.00 $8,775.97 Profit on Subcontracts 4% $0.00 SUBTOTAL $0.00 Profit (Excludes Subcontracts)8% $702.08 TOTAL $0.00 TOTAL $9,478.05 GRAND TOTAL $9,478.05 GRAND TOTAL WITH TAX $10,435.33 SUB CONTRACTOR SUBTOTAL SERVICE SUBTOTAL SUB CONTRACTOR DESCRIPTION DESCRIPTION MATERIAL COSTS DESCRIPTION SUBTOTAL MATERIALS SERVICE COSTS LABORER @ 1.0 SUBTOTAL LABOR EQUIPMENT DESCRIPTION / RATES SUBTOTAL EQUIPMENT OPERATOR @ 1.0 ACI ADDITIONAL WORK SUMMARY Philip Arnold Park - City of Renton DESCRIPTION OF WORK Adjusting CB RIM Elevations to match with the pathway. Assumed 1 hour per CB. Time spent on installed FD CB #02 (1/3/23) is included LABOR CLASS / RATES MANPOWER WORKING FOREMAN 1.0 CITY OF RENTON Parks and Recreation Department Parks Planning and Natural Resources TRANSMITTAL LETTER To Transmittal No. Address Date Copy to Contract #Routing Sent Received Project Title Contractor X Owner X X Contractor Consultant X X Owner X X Contractor X X Attached Under separate cover via X For Your Information For review and comment Approved as Noted Returned for corrections Request for Information Remarks: Date Spec. Section Rev. Action Reviewer Comments 12.16.22 CD Series N/A PND NET - No Exceptions Taken; MCN - Make Corrections Noted; A & R - Amend and Resubmit; R - Rejected; RA - Receipt Acknowledged ; SI - Submit Specified Item a. We have verified that the material or equipment contained in this submittal meets all the requirements, including coordination with all related Work , as specified, no exceptions. b. We have verified that the material or equipment contained in this submittal meets all the requirements specified, except the attached deviations. Submitted by:Betsy Severtsen Date:12.16.22 No. Item No. 1 12.16.22 Codey Ayres, Josh Grau Dean Koonts, Alan Wyatt Philip Arnold Park Site Improvements Jesse Martin, Amanda Sampson Active Construction Inc. PO Box 430 CAG-20-015 Puyallup, WA 98371 Deviation Attached RFI 015 Response. CB Rim Elev - Trail FG Description Active Construction Inc. Greg Gebhard RFI 015 Response 1055 South Grady Way, 6th Floor; Renton, WA 98057 PND ENGINEERS | phone: 206.624.1387 | fax: 206.624.1388 Page: 1 of 1 INFORMATION REQUESTED: See Attached RFI 015 from ACI. CONTRACTORS RECOMMENDATION: Please provide clarification. ENGINEERS RESPONSE: See the attached table summarizing the path elevations, the stated rim elevations per the plans, and the revised rim elevations. Where structures are directly adjacent to the hardscape, the intent is to match the hardscape elevation except as noted in the attached table. PND: 194072 CLIENT: City of Renton ATTENTION: Betsy Severtsen PROJECT TITLE: PA Park RFI NUMBER: 015 RFI TITLE: CB Rim Elevations in relation to Trail Finished Grade SPECIFICATION SECTION: NA DRAWING SHEETS/DETAILS: CD Series DATE RECEIVED: 12/16/22 DATE OF REVIEW: 12/16/22 Engineer’s Signature: 12/16/22 Chase Castona P.E. (Date) CONSTRUCTION RFI REVIEW Structure Trail FGRim as Shown on PlansRim Elevation Required RequiredChangeOffset Distance NotesCB #02 381.02381.39381.02-0.370Structure is adjacent to path, set rim flush with pathFD CB#02384.47385.23384.47-0.760Structure is adjacent to path, set rim flush with pathAD CB#03384.91385.37384.91-0.460Structure is adjacent to path, set rim flush with pathIT CB#03386.99387.25386.99-0.260Structure is adjacent to path, set rim flush with pathIT CB#02391.12390.83391.120.29*Structure is adjacent to two paths, one at 391.12 and the other at 391.62IT CB#01391.15* 391.21391.15-0.06*Structure is adjacent to a curve on the path where the FGs are between 391.18 and 391.11. Set at 391.15IT CB#04395.85394.98395.850.870Structure is adjacent to path, set rim flush with pathIT CB#05396394.67394.6700Structure was left low intentionally. Riser will be added by future contractorIT CB#13395.92*395.92395.920*The FG adjacent to the structure is between 394.98 and 395.93. IT CB#09396.2396.62396.2-0.420Structure is adjacent to path, set rim flush with pathIT CB#07400.02400.34400.02-0.320Structure is adjacent to path, set rim flush with pathIT CB#06399.86400.21399.86-0.350Structure is adjacent to path, set rim flush with pathIT CB#14398.28398.19398.280.090Structure is adjacent to path, set rim flush with pathCB #05396.89396.3396.890.590Structure is adjacent to path, set rim flush with pathCB #09389.45389.01389.470.460Structure is adjacent to path, set rim flush with pathCB #11397.42396.94397.420.480Structure is adjacent to path, set rim flush with pathCB #12397.46397.19397.460.270Structure is adjacent to path, set rim flush with pathStructures Noted In RFI 015Structures Not Noted In RFI 015 (253) 248-1091 (253) 248-1092 FAX PO BOX 430 PUYALLUP, WASHINGTON 98371 www.activeconstruction.com REQUEST FOR INFORMATION RFI NO. 015 JOB NO. 22-023 HUD NO. N/A DATE: 12/16/22 JOB NAME: Philip Arnold Park Improvements ATTN: Betsy Severtsen TO: City of Renton Parks and Recreation 1055 S Grady Way Renton, WA 98057 PHONE: FAX: N/A REFERENCE TO DRAWING OR SPECIFICATION NO. Drainage and Grading Plans SUBJECT CB Rim Elevations in relation to Trail Finished Grade DESCRIPTION ACI has noted the following structure Rim Elevations either higher or lower than the trail finish grade. This list may not be inclusive of all structures so please review all rim elevations against trail finished grades. 1. CB#02 | RIM: 381.39 | FG Trail 380.85 +- | Higher than trail FG. | Structure Installed 2. FDCB#02 | RIM: 385.23 | FG Trail 384.47 | Higher than trail FG. | Structure Installed 3. ADCB#03 | RIM: 385.37 | FG Trail 384.79 | Higher than trail FG | Structure Installed 4. ITCB#03 | RIM: 387.25 | FG Trail (no adjacent grade) | Please verify this structure grade to trail. 5. ITCB#02 | RIM: 390.83 | FG Trail 391.24 | Structure is lower than FG by a lot | Structure Installed. 6. ITCB#01 | RIM:391.21 | FG Trail 391.13 | Higher than trail FG | Structure Installed 7. ITCB#04 | RIM: 394.98 | FG Trail closest point 395.85 | Structure is lower than FG by a lot | Structure Installed 8. ITCB#05 | RIM: 394.67 | FG Trail 396.00 | Structure much lower than FG | Structure Installed 9. ITCB#13 | RIM: 395.92 | FG Trail 395.90 | Structure is a little higher than FG | Structure Installed 10. ITCB#09 | RIM: 396.62 | FG Trail 396.05 | Higher than trail FG but also about 10’+- away from that point at 1.43%, structure still above concrete | Structure Installed 11. ITCB#07 | RIM: 400.34 | FG Trail 400.08 | Higher than trail FG | Structure Installed 12. ITCB#06 | RIM: 400.21 | FG Trail 399.90 (5’+- away from structure location) | Higher than trail FG | Structure Installed 13. ITCB#14 – Please review this structure rim to FG grade, no close elevations | Structure not installed 14. CB#05 | RIM: 396.30 | FG Trail (other side of trail) 397.02 | Rim is 0.72 lower than trail FG, may be OK, please verify. | Structure Installed Structures installed have been brought to within 0.5’ from FG. If adjustments are necessary, please provide revised RIM elevations if we are to match or be slightly lower than trail FG. REQUIRED DATE OF INFORMATION: ASAP IMPACT ON JOB: Yes CRITICAL TO SCHEDULE: X Yes No COST EFFECT: X COST INCREASE (approximate value TBD) NO CHANGE IN PRICE COST DECREASE (approximate value ) PREPARED BY: Greg Gebhard Active Construction, Inc CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless you know the content is safe. From:Josh Grau To:Betsy Severtsen; Greg Gebhard; Jesse M. Martin Cc:Codey Ayres; dkoonts@hbbseattle.com; Chase Castona; Alan Wyatt Subject:RE: Philip Arnold: RFI #15 response - Storm IE vs Sidewalk grade Date:Tuesday, February 7, 2023 3:02:10 PM Attachments:image001.png image002.png image003.png image004.png Rim vs Pathway EL Cost Proposal.1.pdf PC 8003 Report.pdf Hey Betsy, The 18 hours had come from the 15 catch basins included in the RFI + the time already spent on resetting FD CB 02. FD CB 02 had to be excavated and reset, taking 4 hours to this 1 CB. This 4 hours was included because it was work that had already took place. 15 cb’s – FD CB 02 = 14 cb’s + 4 hours (FD CB 02 time) = 18 cb’s Attached is the backup of the work done January 3rd,2023 on FD CB #02. As well as the revised cost with the 8% profit. Please let me know if there are further questions or concerns. Thank you, JOSH GRAU | Project Engineer 253 349-1336 “GET ACTIVE” P.O. Box 430, Puyallup, WA 98371 | www.activeconstruction.com | joshg@activeconstruction.com ACI is an Equal Opportunity Employer | FOLLOW US: IMPORTANT/CONFIDENTIAL: This e-mail message (and any attachments accompanying it) may contain confidential information. The information is intended only for the use of the intended recipient(s). Delivery of this message to anyone other than the intended recipient(s) is not intended to waive any privilege or otherwise detract from the confidentiality of the message. If you are not the intended recipient, or if this message has been addressed to you in error, do not read, disclose, reproduce, distribute, disseminate or otherwise use this transmission, rather, please promptly notify the sender by reply e-mail, and then destroy all copies of the message and its attachments, if any. From: Betsy Severtsen <BSevertsen@Rentonwa.gov> Sent: Tuesday, February 7, 2023 1:56 PM To: Josh Grau <joshg@activeconstruction.com>; Greg Gebhard <gregg@activeconstruction.com>; Jesse M. Martin <jessem@activeconstruction.com> Cc: Codey Ayres <codeya@activeconstruction.com>; dkoonts@hbbseattle.com; Chase Castona CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless you know the content is safe. <ccastona@pndengineers.com>; Alan Wyatt <AWyatt@Rentonwa.gov> Subject: RE: Philip Arnold: RFI #15 response - Storm IE vs Sidewalk grade Hi Josh, Please see the two comments on the attached: there’s confusion about the number of CBs related to the note “Assumed 1 hr per CB” can you correct or clarify this? The RFI information is attached to help illustrate. Also the profit percentage should be 8% again. Besides these points, this looks good. Thank you, Betsy From: Josh Grau <joshg@activeconstruction.com> Sent: Thursday, February 2, 2023 10:58 AM To: Betsy Severtsen <BSevertsen@Rentonwa.gov>; Greg Gebhard <gregg@activeconstruction.com>; Jesse M. Martin <jessem@activeconstruction.com> Cc: Codey Ayres <codeya@activeconstruction.com>; dkoonts@hbbseattle.com; Chase Castona <ccastona@pndengineers.com>; Alan Wyatt <AWyatt@Rentonwa.gov> Subject: RE: Philip Arnold: RFI #15 response - Storm IE vs Sidewalk grade Betsy, Please see attached cost proposal to RFI #015, adjusting 15 catch basin RIM Elevations to match with the pathway. The time spent on digging up FD CB #002 is included in this. Please let us know if there are any questions. JOSH GRAU | Project Engineer 253 349-1336 “GET ACTIVE” P.O. Box 430, Puyallup, WA 98371 | www.activeconstruction.com | joshg@activeconstruction.com ACI is an Equal Opportunity Employer | FOLLOW US: IMPORTANT/CONFIDENTIAL: This e-mail message (and any attachments accompanying it) may contain confidential information. The information is intended only for the use of the intended recipient(s). Delivery of this message to anyone other than the intended recipient(s) is not intended to waive any privilege or otherwise detract from the confidentiality of the message. If you are not the intended recipient, or if this message has been addressed to you in error, do not read, disclose, reproduce, distribute, disseminate or otherwise use this transmission, rather, please promptly notify the sender by reply e-mail, and then destroy all copies of the message and its attachments, if any. From: Betsy Severtsen <BSevertsen@Rentonwa.gov> Active Construction, Inc. Job Name: PHILIP ARNOLD PARK Job Code: 22-023 Cost Code Review Cost Code: 8003 STORM RIM vs. PATH GRADE CH Code Description Class Reg. Hours OT Hours Other Hours Base Rate * Cost * - Base Rate is Unburdened and does NOT Printed on:01/30/2023 08:50:20 include taxes, fringes, worker's comp., etc. x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: S,H,E,V,T,A,W / D,S,M,R,T,W Page 1 Date: 01/03/2023 Foreman: VANBRE Shift: 1 Time Card: Production Quantities: 0.000 VANBRE BRETT VANHOOF FOREMAN OP 4.00 0.00 0.00 53.40 344.06 511 F450 FORD Jesse Martin 4.00 0.00 0.00 12.00 48.00 576 JOHN DEERE 245G EXCAVAT 1.00 0.00 0.00 71.00 71.00 MCCJOS JOSHUA MCCUTCHEN OPERATOR 2 4.00 0.00 0.00 52.72 340.83 497 50G Mini Excavator John Deere 4.00 0.00 0.00 44.00 176.00 GADTYL TYLER D GADDY LABORER 3 4.00 0.00 0.00 42.86 254.17 VANKEN KEVIN J. VAN VLECK OPERATOR 2 4.00 0.00 0.00 52.72 340.83 424 644K 3.00 0.00 0.00 48.00 144.00 Labor Totals: Hours - 16.0 Cost - 1,280 Equip Totals: Hours - 12.0 Cost - 439 Totals for 01/03/2023 VANBRE: No Production Quantites listed Today. Total Cost: 1,719 Cost Code Notes: Slot:2 Company Note: Indexes: Inspector Note:We set FD CB02 December 16th to the proposed stacking grade and then found out a few days later that the per plan cb rim grade would be higher than sidewalk grade. We were requested to adjust grade so that the rim would be matching proposed sidewalk grade. Today we dug up FD CB02 that we already set and adjusted it to the new grade which involved digging down .76 hundredths deeper and re plumbing the 6" French drain pipe into cb. Had to knock out a bigger hole in the cb because the pipe would be higher now in the cb. Had to redo the burrito wrap and add more washed rock cause of the rock spilling in. Backfilled and compacted around cb. We used the 245 excavator to reach over the bank so the mini could spoil into the bucket and used it to shuttle rock down. Had to use the big excavator cause the loader could not make it down the slippery slopes. Labor Totals: Hours - 0.0 Cost - 0 All material herein © 2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 December 2, 2022 4X2Axle Configuration 200.0Horsepower 15000.0 lbsMaximum Gross Vehicle Weight DieselPower Mode www.equipmentwatch.com All prices shown in US dollars ($) Adjustments for 511 in All Saved Models Miscellaneous 4X2 15KGVW DSL On-Highway Flatbed Trucks Size Class: 14,001 - 16,000 GVW Weight: 5214 lbs Configuration for 4X2 15KGVW DSL Blue Book Rates Non-current (i.e. archived) rates: Jan 1, 2022 - Mar 31, 2022 ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating Costs FHWA Rate** Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD $1,055.00 USD $295.00 USD $74.00 USD $11.00 USD $19.13 USD $25.12 Adjustments Region ( Washington: 104.1%) USD $43.26 USD $12.10 USD $3.03 USD $0.45 Model Year (2017: 99.4%)(USD $6.62)(USD $1.85)(USD $0.46)(USD $0.07) Adjusted Hourly Ownership Cost (100%) ---- Hourly Operating Cost (100%)- Total:USD $1,091.63 USD $305.24 USD $76.57 USD $11.38 USD $19.13 USD $25.33 Non-Active Use Rates Hourly Standby Rate USD $4.53 Idling Rate USD $20.50 Rate Element Allocation Element Percentage Value Depreciation (ownership)55%USD $580.25/mo Overhaul (ownership)27%USD $284.85/mo CFC (ownership)4%USD $42.20/mo Indirect (ownership)14%USD $147.70/mo Fuel (operating) @ USD 3.65 75%USD $14.30/hr Revised Date: 1st quarter 2022 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BILL WARD (bluebook@activeconstruction.com)www.equipmentwatch.com All material herein © 2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 December 2, 2022 5.28 mtOperating Weight OtherOperator Protection DieselPower Mode www.equipmentwatch.com All prices shown in US dollars ($) Adjustments for 497 in All Saved Models Deere 50G Crawler Mounted Compact Excavators Size Class: 4.1 - 5.0 MTons Weight: N/A Configuration for 50G Blue Book Rates ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating Costs FHWA Rate** Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD $6,430.00 USD $1,800.00 USD $450.00 USD $68.00 USD $26.32 USD $62.85 Adjustments Region ( Tacoma, Washington: 99.9%) (USD $6.43)(USD $1.80)(USD $0.45)(USD $0.07) Model Year (2016: 99.69%)(USD $19.81)(USD $5.55)(USD $1.39)(USD $0.21) Adjusted Hourly Ownership Cost (100%) ---- Hourly Operating Cost (100%)- Total:USD $6,403.76 USD $1,792.65 USD $448.16 USD $67.72 USD $26.32 USD $62.70 Non-Active Use Rates Hourly Standby Rate USD $20.38 Idling Rate USD $43.79 Rate Element Allocation Element Percentage Value Depreciation (ownership)29%USD $1,864.70/mo Overhaul (ownership)44%USD $2,829.20/mo CFC (ownership)6%USD $385.80/mo Indirect (ownership)21%USD $1,350.30/mo Fuel (operating) @ USD 5.03 28%USD $7.41/hr Revised Date: 4th quarter 2022 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BILL WARD (bluebook@activeconstruction.com)www.equipmentwatch.com All material herein © 2003-2023 Randall-Reilly All rights reserved.Page 1 of 1 January 30, 2023 0.99 cu ydBucket Capacity 159.0 hpHorsepower 56830.0 lbsOperating Weight DieselPower Mode www.equipmentwatch.com All prices shown in US dollars ($) Adjustments for 576 in All Saved Models Deere 245G LC Crawler Mounted Hydraulic Excavators Size Class: 24.1 - 28.0 MTons Weight: N/A Configuration for 245G LC Blue Book Rates ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating Costs FHWA Rate** Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD $14,660.00 USD $4,105.00 USD $1,025.00 USD $155.00 USD $58.08 USD $141.38 Adjustments Region ( Washington: 105.4%) USD $791.64 USD $221.67 USD $55.35 USD $8.37 Model Year (2021: 99.94%)(USD $8.68)(USD $2.43)(USD $0.61)(USD $0.09) Adjusted Hourly Ownership Cost (100%) ---- Hourly Operating Cost (100%)- Total:USD $15,442.96 USD $4,324.24 USD $1,079.74 USD $163.28 USD $58.08 USD $145.82 Non-Active Use Rates Hourly Standby Rate USD $49.14 Idling Rate USD $103.36 Rate Element Allocation Element Percentage Value Depreciation (ownership)34%USD $4,984.40/mo Overhaul (ownership)44%USD $6,450.40/mo CFC (ownership)12%USD $1,759.20/mo Indirect (ownership)10%USD $1,466.00/mo Fuel (operating) @ USD 5.14 27%USD $15.62/hr Revised Date: 1st quarter 2023 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BILL WARD (bluebook@activeconstruction.com)www.equipmentwatch.com All material herein © 2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 December 2, 2022 ROPSOperator Protection DieselPower Mode www.equipmentwatch.com All prices shown in US dollars ($) Adjustments for 424 in All Saved Models Deere 644K (disc. 2019) 4-Wd Articulated Wheel Loaders Size Class: 225 - 249 HP Weight: 40417 lbs Configuration for 644K (disc. 2019) Blue Book Rates ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating Costs FHWA Rate** Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD $8,480.00 USD $2,375.00 USD $595.00 USD $89.00 USD $42.34 USD $90.52 Adjustments Region ( Washington: 104.5%) USD $381.60 USD $106.88 USD $26.77 USD $4.01 Model Year (2011: 94.1%)(USD $523.21)(USD $146.53)(USD $36.71)(USD $5.49) Adjusted Hourly Ownership Cost (100%) ---- Hourly Operating Cost (100%)- Total:USD $8,338.39 USD $2,335.34 USD $585.06 USD $87.51 USD $42.34 USD $89.72 Non-Active Use Rates Hourly Standby Rate USD $31.27 Idling Rate USD $67.74 Rate Element Allocation Element Percentage Value Depreciation (ownership)46%USD $3,900.80/mo Overhaul (ownership)34%USD $2,883.20/mo CFC (ownership)7%USD $593.60/mo Indirect (ownership)13%USD $1,102.40/mo Fuel (operating) @ USD 5.03 48%USD $20.36/hr Revised Date: 4th quarter 2022 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BILL WARD (bluebook@activeconstruction.com)www.equipmentwatch.com All material herein © 2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 December 2, 2022 4WDDrive ROPSOperator Protection DieselPower Mode www.equipmentwatch.com All prices shown in US dollars ($) Adjustments for 279 in All Saved Models Caterpillar 420D (disc. 2006) Tractor-Loader-Backhoes Size Class: 14' to Under 15' Weight: 16300 lbs Configuration for 420D (disc. 2006) Blue Book Rates ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating Costs FHWA Rate** Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD $5,285.00 USD $1,480.00 USD $370.00 USD $56.00 USD $36.29 USD $66.32 Adjustments Region ( Tacoma, Washington: 100.1%) USD $5.28 USD $1.48 USD $0.37 USD $0.06 Model Year (2005: 99.51%)(USD $25.93)(USD $7.26)(USD $1.82)(USD $0.27) Adjusted Hourly Ownership Cost (100%) ---- Hourly Operating Cost (100%)- Total:USD $5,264.35 USD $1,474.22 USD $368.55 USD $55.78 USD $36.29 USD $66.20 Non-Active Use Rates Hourly Standby Rate USD $15.85 Idling Rate USD $47.33 Rate Element Allocation Element Percentage Value Depreciation (ownership)31%USD $1,638.35/mo Overhaul (ownership)47%USD $2,483.95/mo CFC (ownership)7%USD $369.95/mo Indirect (ownership)15%USD $792.75/mo Fuel (operating) @ USD 5.03 48%USD $17.42/hr Revised Date: 4th quarter 2022 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BILL WARD (bluebook@activeconstruction.com)www.equipmentwatch.com ACTIVE CONSTRUCTION INC. A.C.I. PROJECT A.C.I. PHASE CODE N/A Forward Price JOB #22-023 DATE WORK PERFORMED : HOURS @ RATE TOTAL 16.0 @ $93.20 $1,491.20 24.0 @ $86.63 $2,079.12 24.0 @ $68.32 $1,639.68 $5,210.00 EQUIP. NO. EQUIPMENT DESCRIPTION HOURS @ RATE TOTAL 511 ON-HWY LIGHT DUTY TRK 16.0 @ $25.33 $405.28 497 JD 50 Mini Exc 16.0 @ $62.70 $1,003.20 424 JD 644K Wheel Loader 8.0 @ $89.72 $717.76 $2,126.24 UNIT @ RATE TOTAL 58.00 FT @ $6.36 $368.88 83.00 FT @ $2.74 $227.42 1.00 LS @ $582.24 $582.24 1.00 EA @ $12.00 $12.00 6.00 EA @ $34.92 $209.52 2.00 EA @ $65.01 $130.02 4.00 EA @ $37.00 $148.00 -32.00 FT @ $12.56 -$401.92 $1,276.16 UNIT @ RATE TOTAL 1.00 LS @ $550.00 $550.00 2.00 TCY @ $21.50 $43.00 20.37 TCY @ $20.00 $407.40 16.50 TN @ $25.90 $427.35 14.50 TN @ $26.75 $387.88 $1,815.63 UNIT @ RATE TOTAL 1.00 LS @ $1,500.00 $1,500.00 $1,500.00 TOTALS Labor $5,210.00 Small Tools 3% $156.30 Safety 2% $104.20 Equipment $2,126.24 Materials $1,276.16 Services $1,815.63 SUBTOTAL $10,688.53 Total Subcontracts $1,500.00 Subcontract Markup 12% $180.00 SUBTOTAL $1,680.00 FOOH/HOOH 12%$1,282.62 SUBTOTAL $11,971.15 B&O 1.00% $16.80 1.00%$119.71 Bond 1.00% $16.80 1.00% $119.71 SUBTOTAL $1,713.60 $12,210.57 Profit on Subcontracts 4% $68.54 SUBTOTAL $1,782.14 Profit (Excludes Subcontracts)8% $976.85 TOTAL $1,782.14 TOTAL $13,187.42 GRAND TOTAL $14,969.56 GRAND TOTAL WITH TAX $16,481.49 SUB CONTRACTOR SUBTOTAL Grout 6" Sand Collars Delmar Sawcut Silver Streak - Export Concrete . SUB CONTRACTOR DESCRIPTION Caliber Concrete DESCRIPTION 12" CPEP Pipe - CREDIT 4" Cap 4" Sand Collars SUBTOTAL MATERIALS SERVICE COSTS Type I Catch Basin + Frame & Grate + Risers SUBTOTAL LABOR EQUIPMENT DESCRIPTION / RATES SUBTOTAL EQUIPMENT MATERIAL COSTS DESCRIPTION 6" SDR35 PVC Sewer Pipe 4" SDR35 PVC Sewer Pipe LABORER @ 1.0 Add Storm line from existing CB near ballpark to new CB installed in parking lot Silver Streak - Export Dirt Silver Streak - Pipe Zone Bedding Silver Streak - CSBC ACI ADDITIONAL WORK SUMMARY Philip Arnold Park - City of Renton DESCRIPTION OF WORK LABOR CLASS / RATES MANPOWER WORKING FOREMAN 1.0 OPERATOR @ 1.0 DEVELOPMENT ENGINEERING JChavez 04/21/2022 A IE (NE) 400 IE (NW - exist) 400.27 B IE (SW) 399.16 IE (NE) 398.83 40'-0"40'-6"21'-1 1/2"Assumes 2.083% pipe slope NEW CB (ADA or solid cover) IE (SW) 398.39 IE (NE) 398.06 IE (SE) 399.16 2 0 ' - 6 1 / 2 " 57'-1 0"2'-7"55'-3" Pvmt Demo - orig contract Original Contract: New pavement New pavement Yard Drains Yard Drain Pipe obstruction Original Contract: Existing pavement to remain C IE (NW-exist) 399.59 PLUG EXISTING PIPE W/ COMMERCIAL CONCRETE, MINIMUM 2 PIPE DIAMETERS. 4" DIA PVC 6" DIA PVC Minimum pavement demo/replacement to accomodate storm line. Protect existing features to remain. SILVER STREAK INC. MAPLE VALLEY, WASHINGTON 98038-5843 (425) 432-5000 PHONE ~ (425) 432-5515 FAX Dispatch ~ (425) 766-2103 Project Name:Address: Customer: City: Attention: Fax: Date: Prevailing?Yes No F.O.B Transfer Jobsite Truck tn $34.00 tn $26.75 tn $26.75 tn $25.90 tn $28.50 tn $19.25 tn $26.90 tn $19.90 tn $31.90 tcy $20.00 tcy $21.50 tcy $24.50 Terms: 1. The Terms of this price quote ("Quote") shall be incorporated and made part of any contract executed between Customer and Silver Streak, Inc. ("Silver Streak") and shall take precedence over any provision in any other contract or agreement between customer and Silver Streak. 6. Scheduling based on the availability of trucks. Fuel surcharge may apply on the hourly as well as tonnage hauls. Add $25.00 an hour for night shifts. Not applicable for any type of Apprenticeship programs. agreed Net 30 day basis, Silver Streak may stop all work until paid in full. Void bid if job is a PLA or CWA. 9. This Quote is effective for a period of thirty (30) days from the date hereof. Silver Streak reserves the right to negotiate the prices if written notification of acceptance is not provided within thirty (30) days. Confirm quoted prices/rates by signing and returning the price quotation to the fax number listed above. 10. Silver Streak's liability to Customer, however caused, whether in contract, tort or otherwise, including without limitation, any indemnification, liabilities or damage for property or personal loss, shall in no event exceed the total compensation paid Silver Streak hereunder. This limitation of liability shall survive the completion or termination of this transaction. 11. All claims, disputes, or other matters in question between Customer and Silver Streak arising out of, or relating to this Quote, or breach thereof, or any way related to the work which forms the subject matter of this Quote, shall be decided by arbitration, in accordance with the rules of the American Arbitration Association, unless the parties mutually agree otherwise. The locale of the arbitration shall be Seattle, WA. 12. No charges or offsets for labor or materials furnished by Customer shall be allowed as a credit unless authorized in writing by Silver Streak within ten (10) days of said occurrence. 13. Performance under this Quote shall be subject to extensions of time as are deemed justifiable for delays or the failure to perform arising from contingencies beyond Silver Streak’s control, including but not limited to acts of God, strikes, earthquakes, terrorism, war or measures of the government. 14. Overtime charged in accordance with Washington State Prevailing Wage laws and/or Federal Davis-Bacon Act as applicable. 15. "Pay if paid" or "pay when paid" conditions for property completed work are excluded. PREPARED BY: ACCEPTED BY DATE 23700 SE 264TH STREET Gravel B/F for Drains/9-03.12(4) DESCRIPTION Quarry Spalls Export Clean Asphalt < 18" *** Fuel surcharge will start at $ 4.75 per gallon based on the west index. *** 4 hour minimum *** A 5% Price Increase will take effect 04/01/23 *** Bid is based on daytime normal work hours *** Concrete/Asphalt Export foot or smaller/ Side dumps only *** Wet loads add $8.00 tcy/Mixed loads add $12.00 tcy Add $2.50 per hr every $ .25 cent increase or portion thereof. 7. Payments are due Net 30 days from invoice date. Finance charge of 1.5% will be charged on past due balances. In the event Customer fails to make payment within the 2. Customer acknowledges bid item quantities may vary and unit prices are based on combination of all items quoted . Items or quantities deleted or not 5. Standby rates will be charged after first seven (7) minutes of standby time. Four (4) hour show up time for truck's dispatched/six hour show up time for night time work. purchased by Customer as specified on this quotation may be subject to compensation for deleted items. Mitch San Sebastian mitch@silverstreaktrucking.com 3. Silver Streak shall furnish, upon Customer request, one (1) sample for each product quoted. Additional samples and or testing will be provided at Customer's expense. 4. Truck cubic yard pricing based on 24 cubic yards-legal loads. 4 axle Solo's billed at 12 tcy/5 axle Solo's at 14 tcy/6 axle Solo's at 16 tcy, Super Solo's at 18 tcy. No retainage withheld. 8. Quoted prices do not include any applicable Federal, State or Local taxes (i.e. Sales, Use or Refuse) Tax. a particular purpose. Silver Streak and Silver Streak's suppliers and subcontractors (jointly referred to as "Silver Streak"), warrant all materials sold hereunder shall conform to 17. Indemnification of or liability for negligence of Customer or any claim or cause of action other than third-party personal injury and property damage is excluded from this Quote. 16. Silver Streak makes no representation or warranty of any other kind, express or implied, with respect to the materials, whether as to merchantability or fitness for Silver Streaks Quote. Bid based on daytime normal work hours. DBE/ WBE: DW2F7218670 RentonACI Philip Arnold Park 720 Jones Ave S. Tacoma SBE Greg T&TUnit October 20, 2022 SoloQuantity Gravel Borrow/9-03.14(1) Export Clean Concrete < 18" Pea Gravel Gravel B/F for Pipe Zone Bedding/9-03.12(3) Building Sand Export Clean, Dry Dirt Crushed Surfacing Base Course/9-03.9(3) Crushed Surfacing Top Course/9-03.9(3) Gravel B/F for Drywells/9-03.12(5) Quote# SS2525a (141'LF x 2' deep x 18" wide) / 27 = 15.67cy x 1.3(for fluff) = 20.37 tcy exported 1' of Pipe Zone Bedding - 15.67cy x 1.85 = 14.5tns + 2 tns (for new CB) =16.5tns 100% CSBC Backfill = 15.67cy x 1.85 = 14.50 tns CSBC All material herein © 2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 December 2, 2022 4X2Axle Configuration 200.0Horsepower 15000.0 lbsMaximum Gross Vehicle Weight DieselPower Mode www.equipmentwatch.com All prices shown in US dollars ($) Adjustments for 511 in All Saved Models Miscellaneous 4X2 15KGVW DSL On-Highway Flatbed Trucks Size Class: 14,001 - 16,000 GVW Weight: 5214 lbs Configuration for 4X2 15KGVW DSL Blue Book Rates Non-current (i.e. archived) rates: Jan 1, 2022 - Mar 31, 2022 ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating Costs FHWA Rate** Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD $1,055.00 USD $295.00 USD $74.00 USD $11.00 USD $19.13 USD $25.12 Adjustments Region ( Washington: 104.1%) USD $43.26 USD $12.10 USD $3.03 USD $0.45 Model Year (2017: 99.4%)(USD $6.62)(USD $1.85)(USD $0.46)(USD $0.07) Adjusted Hourly Ownership Cost (100%) ---- Hourly Operating Cost (100%)- Total:USD $1,091.63 USD $305.24 USD $76.57 USD $11.38 USD $19.13 USD $25.33 Non-Active Use Rates Hourly Standby Rate USD $4.53 Idling Rate USD $20.50 Rate Element Allocation Element Percentage Value Depreciation (ownership)55%USD $580.25/mo Overhaul (ownership)27%USD $284.85/mo CFC (ownership)4%USD $42.20/mo Indirect (ownership)14%USD $147.70/mo Fuel (operating) @ USD 3.65 75%USD $14.30/hr Revised Date: 1st quarter 2022 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BILL WARD (bluebook@activeconstruction.com)www.equipmentwatch.com All material herein © 2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 December 2, 2022 5.28 mtOperating Weight OtherOperator Protection DieselPower Mode www.equipmentwatch.com All prices shown in US dollars ($) Adjustments for 497 in All Saved Models Deere 50G Crawler Mounted Compact Excavators Size Class: 4.1 - 5.0 MTons Weight: N/A Configuration for 50G Blue Book Rates ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating Costs FHWA Rate** Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD $6,430.00 USD $1,800.00 USD $450.00 USD $68.00 USD $26.32 USD $62.85 Adjustments Region ( Tacoma, Washington: 99.9%) (USD $6.43)(USD $1.80)(USD $0.45)(USD $0.07) Model Year (2016: 99.69%)(USD $19.81)(USD $5.55)(USD $1.39)(USD $0.21) Adjusted Hourly Ownership Cost (100%) ---- Hourly Operating Cost (100%)- Total:USD $6,403.76 USD $1,792.65 USD $448.16 USD $67.72 USD $26.32 USD $62.70 Non-Active Use Rates Hourly Standby Rate USD $20.38 Idling Rate USD $43.79 Rate Element Allocation Element Percentage Value Depreciation (ownership)29%USD $1,864.70/mo Overhaul (ownership)44%USD $2,829.20/mo CFC (ownership)6%USD $385.80/mo Indirect (ownership)21%USD $1,350.30/mo Fuel (operating) @ USD 5.03 28%USD $7.41/hr Revised Date: 4th quarter 2022 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BILL WARD (bluebook@activeconstruction.com)www.equipmentwatch.com All material herein © 2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 December 2, 2022 ROPSOperator Protection DieselPower Mode www.equipmentwatch.com All prices shown in US dollars ($) Adjustments for 424 in All Saved Models Deere 644K (disc. 2019) 4-Wd Articulated Wheel Loaders Size Class: 225 - 249 HP Weight: 40417 lbs Configuration for 644K (disc. 2019) Blue Book Rates ** FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating Costs FHWA Rate** Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD $8,480.00 USD $2,375.00 USD $595.00 USD $89.00 USD $42.34 USD $90.52 Adjustments Region ( Washington: 104.5%) USD $381.60 USD $106.88 USD $26.77 USD $4.01 Model Year (2011: 94.1%)(USD $523.21)(USD $146.53)(USD $36.71)(USD $5.49) Adjusted Hourly Ownership Cost (100%) ---- Hourly Operating Cost (100%)- Total:USD $8,338.39 USD $2,335.34 USD $585.06 USD $87.51 USD $42.34 USD $89.72 Non-Active Use Rates Hourly Standby Rate USD $31.27 Idling Rate USD $67.74 Rate Element Allocation Element Percentage Value Depreciation (ownership)46%USD $3,900.80/mo Overhaul (ownership)34%USD $2,883.20/mo CFC (ownership)7%USD $593.60/mo Indirect (ownership)13%USD $1,102.40/mo Fuel (operating) @ USD 5.03 48%USD $20.36/hr Revised Date: 4th quarter 2022 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BILL WARD (bluebook@activeconstruction.com)www.equipmentwatch.com ACTIVE CONSTRUCTION INC. A.C.I. PROJECT A.C.I. PHASE CODE N/A Forward Price JOB #22-023 DATE WORK PERFORMED : HOURS @ RATE TOTAL $0.00 EQUIP. NO. EQUIPMENT DESCRIPTION HOURS @ RATE TOTAL $0.00 UNIT @ RATE TOTAL $0.00 UNIT @ RATE TOTAL 1.00 LS @ $420.00 $420.00 $420.00 UNIT @ RATE TOTAL $0.00 TOTALS Labor $0.00 Small Tools 3% $0.00 Safety 2% $0.00 Equipment $0.00 Materials $0.00 Services $420.00 SUBTOTAL $420.00 Total Subcontracts $0.00 Subcontract Markup 12% $0.00 SUBTOTAL $0.00 FOOH/HOOH 12%$50.40 SUBTOTAL $470.40 B&O 1.00% $0.00 1.00%$4.70 Bond 1.00% $0.00 1.00% $4.70 SUBTOTAL $0.00 $479.81 Profit on Subcontracts 4% $0.00 SUBTOTAL $0.00 Profit (Excludes Subcontracts)10% $47.98 TOTAL $0.00 TOTAL $527.79 GRAND TOTAL $527.79 GRAND TOTAL WITH TAX $581.10 ACI ADDITIONAL WORK SUMMARY Philip Arnold Park - City of Renton DESCRIPTION OF WORK Additional material to the signage LABOR CLASS / RATES MANPOWER SUBTOTAL LABOR EQUIPMENT DESCRIPTION / RATES SUBTOTAL EQUIPMENT DESCRIPTION MATERIAL COSTS DESCRIPTION SUBTOTAL MATERIALS SERVICE COSTS SUB CONTRACTOR SUBTOTAL Triton+Sign CO #1a SERVICE SUBTOTAL SUB CONTRACTOR DESCRIPTION Mailing Address Studio Address 4701 SW Admiral Way Suite 400 550 South Southern St Seattle, Wa 98116 Seattle, WA 98108 1/31/2023 Item Qty Unit Price Extended 1 4 105.00$ 420.00$ 420.00$ Triton+Sign Standard Warranty consists of 1 year from date of installation or delivery on all products deemed a manufacturing or installation defect. Pricing in this proposal applies only to initial signage fabrication and installation of items noted. Future or Concurrent work will be priced separately based on Time and Materials estimated. Price is valid for 30 days from date of contract proposal. Thank you for supporting a Veteran Owned Small Business! Terms: 50% deposit, Balance due upon completion. Lead Time: ~ 60 days Thank You, Kelly Garrett To initiate this order, please sign & e-mail to KELLY@TRITON.DESIGN Triton+Sign has put forth this pricing based upon good faith and retains the right to void this proposal based upon scope or any other reason deemed necessary by Triton+Sign. WSST not included in pricing to be added if necessary Approved by: ____________________________________________ Date: ______________________ Proposal # 103422-1 Triton+Sign Estimating 206-280-4883 Studio 206-331-3777 Renton, WA Philip Arnold Park: Change Order 1 Includes Submittal, Fabrication & Installation. No other offer is Expressed or Implied. WSST not included in pricing, to be added if necessary. LIC: TRITOGD831MP ESTIMATING@TRITON.DESIGN Veteran Owned Small Business (VOSB) Total: Pyramid Post Caps (Addition) - Cast Aluminum, Painted Finish. 6-1/8" x 6-1/8" Inside Dimensions to fit 6" x 6" Square Aluminum Post. Mechanically Fastened to Post (No Welding). Schedule: Sign #2 (2) Sign #3 (1) Sign #4 (1) Product Description