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HomeMy WebLinkAboutChange Order - 054/11/23 Erica Schmitz on behalf of Kelly Beymer 4/12/2023 CAG-22-015, CO #5-23 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 $0.00 EQUIP. NO. EQUIPMENT DESCRIPTION HOURS @ RATE TOTAL @ $34.61 $0.00 @ $35.00 $0.00 @ $19.07 $0.00 @ $45.00 $0.00 @ $66.20 $0.00 @ $3.90 $0.00 $0.00 UNIT @ RATE TOTAL 1.00 EA @ $1,390.00 $1,390.00 1.00 EA @ $1,590.69 $1,590.69 2.00 EA @ $39.22 $78.44 2.00 EA @ $145.04 $290.08 2.00 EA @ $96.70 $193.40 2.00 EA @ $32.88 $65.76 2.00 EA @ $49.90 $99.80 2.00 EA @ $125.93 $251.86 2.00 EA @ $42.17 $84.34 $4,044.37 UNIT @ RATE TOTAL LS @ $0.00 $0.00 $0.00 UNIT @ RATE TOTAL $0.00 TOTALS Labor $0.00 Small Tools 3% $0.00 Safety 2% $0.00 Equipment $0.00 Materials $4,044.37TAX ON MATERIALS (N/A ON WATER & 0.00% $0.00 Materials Tax 0.0% $0.00 Services $0.00 SUBTOTAL $4,044.37 Total Subcontracts $0.00 Subcontract Markup 12% $0.00 SUBTOTAL $0.00 FOOH/HOOH 12%$485.32 SUBTOTAL $4,529.69 B&O 1.00% $0.00 1.00%$45.30 Bond 1.00% $0.00 1.00% $45.30 SUBTOTAL $0.00 $4,620.29 Profit on Subcontracts 4% $0.00 SUBTOTAL $0.00 Profit (Excludes Subcontracts)8% $369.62 TOTAL $0.00 TOTAL $4,989.91 GRAND TOTAL $4,989.91 GRAND TOTAL WITH TAX $5,493.89 SUB CONTRACTOR SUBTOTAL SERVICE SUBTOTAL SUB CONTRACTOR DESCRIPTION DESCRIPTION MATERIAL COSTS DESCRIPTION RPBA W/ UNIONS HOT BOX FIBERGLASS ENCLOSURE 2" BRASS 90 ELBOWS 2" X 36" BRASS NIPPLES 2" BRASS 90 STREET ELBOWS 2" X 12" BRASS NIPPLES SERVICE COSTS 2" X 24" BRASS NIPPLES 2" QUICK COUPLING JOINT CTS X CTS 2" BRASS UNION SUBTOTAL LABOR EQUIPMENT DESCRIPTION / RATES SUBTOTAL EQUIPMENT ACI ADDITIONAL WORK SUMMARY Philip Arnold Park - City of Renton DESCRIPTION OF WORK City of Renton supply of RPBA (Reduced Pressure Backflow Assembly) LABOR CLASS / RATES MANPOWER 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 03.01.23 CU 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:03.08.23 No. Item No. 1 03.08.23 Codey Ayres, Josh Grau Dean Koonts, Alan Wyatt Philip Arnold Park Site Improvements Jesse Martin, Ed David Active Construction Inc. PO Box 430 CAG-20-015 Puyallup, WA 98371 Deviation Attached RFI 030 Response. Water Booster Vault Penetrations & RPBA Supply Description Active Construction Inc. Greg Gebhard RFI 030 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 030 from ACI. CONTRACTORS RECOMMENDATION: Please provide clarification. ENGINEERS RESPONSE: 1) All cored holes shall be grouted. 2) The contractor shall supply the RPBA. Ensure the RPBA is listed on the list of “Backflow Prevention Assemblies Approved for Installation in Washington State.” Per note 1 on CU.02. PND: 194072 CLIENT: City of Renton ATTENTION: Betsy Severtsen PROJECT TITLE: PA Park RFI NUMBER: 030 RFI TITLE: Water Booster Vault Penetrations & RPBA Supply SPECIFICATION SECTION: NA DRAWING SHEETS/DETAILS: CU Series DATE RECEIVED: 3/1/23 DATE OF REVIEW: 3/8/23 Engineer’s Signature: 3/8/23 Chase Castona P.E. (Date) CONSTRUCTION RFI REVIEW (253) 248-1091 (253) 248-1092 FAX PO BOX 430 PUYALLUP, WASHINGTON 98371 www.activeconstruction.com REQUEST FOR INFORMATION RFI NO. 030 JOB NO. 22-023 HUD NO. N/A DATE: 3/1/23 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. SUBJECT Water Booster Vault Penetrations & RPBA Supply DESCRIPTION There are a couple questions we have currently regarding the Water Booster vault and the RPBA system. 1. There are four core drills we are to do in the Water Booster Vault. Does the city want ACI to grout or link seal these holes after installation? 2. Is the city going to supply the RPBA system as stated in Note 2 on sheet CU.02 (51 of 105) REQUIRED DATE OF INFORMATION: IMPACT ON JOB: No CRITICAL TO SCHEDULE: X Yes No COST EFFECT: COST INCREASE (approximate value TBD) NO CHANGE IN PRICE COST DECREASE (approximate value ) PREPARED BY: Josh Grau Active Construction, Inc RESPONSE: PREPARED BY: DATE: ACTIVE CONSTRUCTION INC. A.C.I. PROJECT A.C.I. PHASE CODE N/A Forward Price JOB #22-023 DATE WORK PERFORMED :8007 HOURS @ RATE TOTAL 3.0 @ $93.20 $279.60 3.0 @ $86.63 $259.89 3.0 @ $68.32 $204.96 $744.45 EQUIP. NO. EQUIPMENT DESCRIPTION HOURS @ RATE TOTAL 511 ON-HWY LIGHT DUTY TRK 3.0 @ $25.33 $75.99 600 CAT 308 EX 3.0 @ $100.33 $300.99 279 CAT BACKHOE 3.0 @ $66.20 $198.60 $575.58 UNIT @ RATE TOTAL $0.00 UNIT @ RATE TOTAL $0.00 UNIT @ RATE TOTAL 1.00 LS @ $5,722.98 $5,722.98 $5,722.98 TOTALS Labor $744.45 Small Tools 3% $22.33 Safety 2% $14.89 Equipment $575.58 Materials $0.00 Services $0.00 SUBTOTAL $1,357.25 Total Subcontracts $5,722.98 Subcontract Markup 12% $686.76 SUBTOTAL $6,409.74 FOOH/HOOH 12%$162.87 SUBTOTAL $1,520.12 B&O 1.00% $64.10 1.00%$15.20 Bond 1.00% $64.10 1.00% $15.20 SUBTOTAL $6,537.93 $1,550.53 Profit on Subcontracts 4% $261.52 SUBTOTAL $6,799.45 Profit (Excludes Subcontracts)8% $124.04 TOTAL $6,799.45 TOTAL $1,674.57 GRAND TOTAL $8,474.02 GRAND TOTAL WITH TAX $9,329.89 OPERATOR @ 1.0 ACI ADDITIONAL WORK SUMMARY Philip Arnold Park - City of Renton 3/7/2023 DESCRIPTION OF WORK Remove stump obstruction and reinstalled Helical Pier LABOR CLASS / RATES MANPOWER WORKING FOREMAN 1.0 LABORER @ 1.0 SUBTOTAL LABOR EQUIPMENT DESCRIPTION / RATES SUBTOTAL EQUIPMENT DESCRIPTION MATERIAL COSTS DESCRIPTION SUBTOTAL MATERIALS SERVICE COSTS SUB CONTRACTOR SUBTOTAL SERVICE SUBTOTAL SUB CONTRACTOR DESCRIPTION Zemek Construction Project No/Name: LABOR Reg Rate OT Rate -$ -$ -$ -$ -$ -$ -$ Hours Rate 2 Profit on Subcontractor 4%220.11$ B&O 1%53.95$ Subtotal 5,502.86$ Versatile Drilling SUBCONTRACTOR Description Reg Hrs OT Hrs Subtotal EQU ZCC Overhead Allowance - 12% Bond Total Subtotal 5,722.98$ ZEMEK CONSTRUCTION COMPANY LLC Philip Arnold Park Remobilize and reinstall helical pile HP-1 due to stump obstruction Equipment Mark Up @ % Total Cost of equipment (B)-$ Subtotal Payroll Total Cost of Labor (A)-$ -$ Misc Small Tools -$ Year 2020 2010 4,816.93$ 4,816.93$ -$ 1%53.95$ 578.03$ Subtotal 5,394.96$ EQUIPMENT Description F250 Diesel 4x4 Pickup F450 Diesel Flatbed pickup -$ -$ Labor Mark Up @ % -$ -$ -$ -$ -$ Operator -$ FORCE ACCOUNT ACTIVITY WORKSHEET LABOR, EQUIPMENT, AND MATERIALS Description of Work: Name Classification Total -$ -$ 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 $14.30/hr Revised Date: 1st quarter 2022 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BILL WARD (bluebook@activeconstruction.com)www.equipmentwatch.com All material herein © 2003-2023 Randall-Reilly All rights reserved.Page 1 of 1 February 1, 2023 17730.0 lbsOperating Weight DieselPower Mode www.equipmentwatch.com All prices shown in US dollars ($) Adjustments for 600 in All Saved Models Caterpillar 308 CR Crawler Mounted Hydraulic Excavators Size Class: 17857 - 22266 lbs Weight: N/A Configuration for 308 CR 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 $11,470.00 USD $3,210.00 USD $805.00 USD $120.00 USD $31.66 USD $96.83 Adjustments Region ( Washington:  105.4%) USD $619.38 USD $173.34 USD $43.47 USD $6.48 Model Year (2022: 99.97%)(USD $3.65)(USD $1.02)(USD $0.26)(USD $0.04) Adjusted Hourly Ownership Cost (100%) ---- Hourly Operating Cost (100%)- Total:USD $12,085.73 USD $3,382.32 USD $848.21 USD $126.44 USD $31.66 USD $100.33 Non-Active Use Rates Hourly Standby Rate USD $38.45 Idling Rate USD $68.67 Rate Element Allocation Element Percentage Value Depreciation (ownership)34%USD $3,899.80/mo Overhaul (ownership)44%USD $5,046.80/mo CFC (ownership)12%USD $1,376.40/mo Indirect (ownership)10%USD $1,147.00/mo Fuel cost data is not available for these rates. Revised Date: 1st quarter 2023 These are the most accurate rates for the selected Revision Date(s). However, due to more frequent online updates, these rates may not match Rental Rate Blue Book Print. Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BILL WARD (bluebook@activeconstruction.com)www.equipmentwatch.com All material herein © 2003-2022 Randall-Reilly All rights reserved.Page 1 of 1 December 2, 2022 4WDDrive ROPSOperator Protection DieselPower Mode www.equipmentwatch.com All prices shown in US dollars ($) 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 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 02.28.23 LS.14 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:03.01.23 Deviation Attached RFI 027 Response. Helical Pier Obstruction (HP-1 and HP-2) Description Active Construction Inc. Greg Gebhard RFI 027 Response 03.01.23 Codey Ayres, Josh Grau Dean Koonts, Alan Wyatt Philip Arnold Park Site Improvements Jesse Martin, Ed David Active Construction Inc. PO Box 430 CAG-20-015 Puyallup, WA 98371 No. Item No. 1 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 027 from ACI. CONTRACTORS RECOMMENDATION: Please provide clarification. ENGINEERS RESPONSE: The contractor shall excavate around piers HP-1 and HP-2 to determine the extent of the wood debris (obstruction). To the extent feasible, take care not to obstruct piles HP-1 and HP-2. Provide information on the elevation, lateral extent, and depth of the wood debris to the engineer for review. Verify whether helical piers HP-1 and HP-2 are installed into an appropriate bearing stratum or in wood. PND: 194072 CLIENT: City of Renton ATTENTION: Betsy Severtsen PROJECT TITLE: PA Park RFI NUMBER: 027 RFI TITLE: Helical Pier Obstruction (HP-1 and HP-2) SPECIFICATION SECTION: Multiple DRAWING SHEETS/DETAILS: LS.14 DATE RECEIVED: 2/28/23 DATE OF REVIEW: 2/28/23 Engineer’s Signature: 2/28/23 Chase Castona P.E. (Date) CONSTRUCTION RFI REVIEW (253) 248-1091 (253) 248-1092 FAX PO BOX 430 PUYALLUP, WASHINGTON 98371 www.activeconstruction.com REQUEST FOR INFORMATION RFI NO. 027 JOB NO. 22-023 HUD NO. N/A DATE: 2/28/23 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. Plan Sheet LS.14 SUBJECT Helical Pier Obstruction (HP-1 and HP-2) DESCRIPTION After a discussion with Jesse, Zemek, and Versatile it was confirmed that the helical pier hit an obstruction “what we believe is a stump” about 3ft below ground surface. This was one of the first piers installed (WP- 01) so there were no real baseline drill conditions to make assumptions about drilling conditions. The driller stopped after refusal not knowing what the obstruction was and in fear that pier would shear. The EOR cannot guarantee this pier and he expresses his concern over either short-term or long-term settlement issues from deterioration. Since the pile did pass the test, the EOR is leaving the option for the City to accept the Helical Pier as is knowing there may be some future settlement issues OR to remove and replace this pier. If removal and replacement is selected, ACI will excavate around this pier, with the intent not to damage the helical pier or auger flights, remove the stump, backfill and compact with structural fill to 95%, then re-install the pier to planned tip bury. ACI estimates this cost to be around $20,000 to $30,000. Depending on the size of the stump WP-02 may be impacted and require removal and replacement, costs will increase from the 20k to 30k. 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: Codey Ayres Active Construction, Inc RESPONSE: PREPARED BY: DATE: From:Betsy Severtsen To:Greg Gebhard Cc:Jesse M. Martin; Codey Ayres; Josh Grau; dkoonts@hbbseattle.com; Chase Castona; "dwilliams@zippergeo.com"; Alan Wyatt Subject:Philip Arnold: Approach for HP-1 and Stump Date:Monday, March 6, 2023 4:28:00 PM Hi Greg, Here is direction for moving forward on Boardwalk Pier HP-1 and the Stump: The contractor shall remove pile HP-1 and the stump. Care should be taken to limit disturbance to the surrounding piles. After the stump has been removed, the excavated area shall be backfilled with suitable native material or structural fill and compacted per project requirements. Pile HP-1 shall be reinstalled per the contract requirements in the planned location. In the opinion of the Inspector or Engineer, should adjacent piles be disturbed during excavation, they may be retested per the submitted procedures or removed and replaced. Based on what I’ve seen on-site I think it’s possible the stump can come out without disturbing HP-2, but I understand this will depend on the extent of the buried portion of the stump. Please let me know if you have questions/concerns. Thank you, Betsy Betsy Severtsen, RLA, ASLA Capital Projects Coordinator | Parks Planning & Natural Resources 1055 S Grady Way | 6th Floor | Renton, WA 98057 Mobile: 425.757.6657 BSevertsen@Rentonwa.gov