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LHC Change Order 6Date of Issuance: 1/25/19 Project: Glacier Rail Park Contract: Glacier Rail Park Contractor: LHC, Inc. Change Order No. 6 Effective Date: 8/01/2017 Owner: Owner's Contract No.: City of Kalispell NA The Contract Documents are modified as follows upon execution of this Change Order: Date of Contract: 8/02/2017 Engineer's Project No.: 15414035 Note items 4 nd 8 where not paid for by the City so they are shown as an increase and decrease. Attachments/Justification (list documents supporting change): Glacier Rail Park Change Order Project Description: Infrastructure construction Project # 15414035.1 Forth C-941 Page 1 of 5 DESCRIPTION: DECREASE INCREASE In Contract Price) In Contract Price) 1. Northwest Drywall Embankment 0 39,221.72 2. Northwest Drywall EXC 0 24,395.78 3. Replaced Fire Hydrant at E. Oregon St. and 9' 0 1,975.90 Ave EN 4. 30" Inlet and Pipe 2,556.45 2,556.45 5. Stillwater Bores 0 10,956.75 6. Median Cap US HWY 2 0 7,126.20 7. Remove Fence at Flathead Dr. 0 173.25 8. Relocation of the Railroad Signal Shed 31,060.64 31,060.64 9. Pacific Steel Contaminated Testing 0 12,539.71 10. Adjust Irrigation System to Reduced Meter Size 0 3,585.75 11. Change in irrigation system to accommodate 0 1,638.00 change in irrigated boulevard 12. Additional concrete railroad crossing panels 0 19,110.75 13. Additional conduit depth cost 0 12,431.42 14. Asphalt and base course 7,995.87 0.00 TOTALS: 41,612.96 166,772.32 NET CHANGE IN CONTRACT PRICE 0 125,159.36 Note items 4 nd 8 where not paid for by the City so they are shown as an increase and decrease. Attachments/Justification (list documents supporting change): Glacier Rail Park Change Order Project Description: Infrastructure construction Project # 15414035.1 Forth C-941 Page 1 of 5 1. Item #1 work involved mass grading for the NW Drywall site. This work was required to secure the relocation of NW Drywall from their original downtown site to their new location within the railpark. If NW Drywall did not relocate, removing the tracks downtown would be problemetic.Work included cutting and filling with gravel from the Glacier Rail Park site. Please see the attached document showing actual labor and equipment hours and rates. The rates are within the allowable rates under the EJCDC agreement. 2. Item #2 steepen the hillside above the NW Drywall site to increase the width of the the lot. This work was required to accommodate the building and site layout requested by NW Drywall. The contractor had graded the area and replaced topsoil to the original planned countures prior to the final approved building and site layout for NW Drywall. As mentioned in the justification for Item #1, if NW Drywall did not relocated removal of the tracks downtown would be difficult. Work included removing topsoil, cutting the hillside back, filling in some areas, and replacing the topsoil back over the regraded slope. Please see the attached document showing actual labor and equipment hours and rates. The rates are within the allowable rates under the EJCDC agreement. 3. Item #3 involved replacing an existing fire hydrant with a refurbished hydrant. The replacement was not part of the original design or bid documents. The replacement was requested by the Kalispell Public Works Department. The existing hydrant was in poor condition and at the incorrect elevation to tie into the new water main. The refurbished hydrant was provided by the city free of charge. All costs for this item reflect the labor and equipment to install the refurbished hydrant and lead. Please see the attached document showing actual labor and equipment hours and rates. The rates are within the allowable rates under the EJCDC agreement. 4. Item #4 consisted of installing a new inlet at approximately Sta. 25+10.00 (west side of East Oregan St). A miscommunication with construction staking resulted in a change of flow direction in a section of curb and gutter. To capture and convey the stormwater flow, a new inlet was installed. Since the miscommunication with construction staking was not the responsibility ofthe City, the cost of the new inlet was covered by the subcontractor and KLJ. 5. Item #5 work consisted of boring under the concrete intersection at Flathead Drive and East Oregon Street and installing two conduits. The work also included replacing the conduit under the existing railroad just north of the rail crossing at Flathead Drive. All work was necessary to facilitate wiring of the railroad safety signals. Please see the attached document from Stillwater Electric, Inc. Generally, the cost of boring is the diameter of the pipe, in inches, times $10. The cost of the 4"conduit for the work was $43.50/LF. 6. Item #6 work involved the removal and replacement of the existing stamped and colored concrete in the island on US Hwy 2 east of the new traffic signal. Also included was a small amount ofgrading and traffic control. The work was requested by the Montana Department of Transportation to ensure proper stormwater drainage from the island. Please see the attached documentation. 7. Item #7 involved the removal of a section of fence to accommodate the widening of Flathead Drive near the intersection of US Hwy 2. Please see the attached exhibit showing the location and invoice for the work. 8. Item #8 work consisted of moving the railroad signal shed that controls the safety equipment at the crossings. The cost also included adjustments to the wiring. The original location proposed for the shed would not meet a manufacturers specification for wire lengths. A new location was found and the signal shed moved. This work was not the responsibility ofthe City. The cost was paid for by KLJ. 9. Item #9 addressed potentially contaminated soil encountered while replacing and extending the rail spur to Pacific Steel and Recycling. The work involved soil sampling, testing, and report writing. Final invoices were $524.33 over the estimated budget submitted. The extra cost was a result of DEQ requiring additional tests to determine whether Flathead County Landfill could receive the the soil. Please see the attached invoices and budget estimate for this work. 10. Item #10 involved reducing the irrigation water service line from 1.5" to Y44" and adding more irrigation zones. The original design required irrigated boulevards along the Interior Road (Rail Park Drive) to meet city standards since the plan was to dedicate the road right of way to the City of Kalispell. However, the owner of the Rail Park decided to keep the road private. The City of Kalispll thus didn't require the irrigated boulevards. The change reduced the irrigated area. The service tap into the watermain is 1.5" but the service is reduced before entering the meter pit. Tapping the main with a 1.5" pipe will allow for upgrading the service in the future if the private road is transferred to the City of Kalispell and irrigated boulevards are required. The reduction of the service line reduced the impact fee assessed from $12,835 to $2,567. The net savings were $6,682.55. Please see the attached documents for the changes to the irrigation system. 11. Item #11 work was a result of a change in the location of a section of irrigated boulevard containing trees. After the project was bid and contracted, CHS decided to build a fueling station in the northeast lot ofthe rail park. An irrigated boulevard with trees would create line of sight issues for drivers into and out of the fueling station. Although the total area of irrigated boulevard didn't change, the switch in location resulted in the need to extend the irrigation mainline 100 feet. Please see the attached documentation for the extension of the mainline. Glacier Rail Park Change Order Fonn C-941 Project Description: Infrastructure construction Page 2 of 5 Project # 15414035.1 12. Item #12 work covers the production, shipping, and installation of additional concrete railroad crossing panels and rail. Once construction commenced, Railworks notified KLJ that there would not be enough panels to completely cover the railroad crossing due to design assumptions. The extra rail was for the existing "Mainline" crossing panel extension only. The existing rail through the crossing was I I5RE and stepped down to I OOGN Rail immediately outside the existing concrete crossing panels. These joints were right at the edge of the existing crossing panels. So we had to cut the existing I OOGN rail to allow for the 115RE rail to be installed, so the Concrete panels would fit properly (Crossing Panels were for 115RE Rail). We also had to consider to allow for proper transition distance of IOEA 10' (which is roughly 8.125') ties outside ofthe concrete crossing panels before rail steps back down into the smaller 100GN rail. Please see the attached documentation for the additional panels. 13. Item #13 work covers additional cost to bury communication and electrical conduit within the dry utility corridor. Since the design plans were completed, Northwestern Energy and Flathead Electric Cooperative changed the location and depths of their utilities. The result was a change in depth from 2 feet (original plan design) to 4 feet for all electrical and communication conduit. Please see the attached documentation for the cost to install conduit an additional 2 feet. 14. Item #14 represents a reduction in materials used to pave the access road adjacent to the large infiltatrion pond. To accommodate the construction of the NW Drywall building and site, the end of the road was moved to the east to allow modification to the NW Drywasll site by another contractor. Please see documentation and exhibit showing the reduction. Glacier Rail Park Change Order Form C-941 Project Description: Inliastructure constriction Page 3 of5 Project # 15414035.1 CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: Working days ® Calendar days 11,229,261.03 Substantial completion (days or date): January 4, 2019 Ready for final payment (days or date): Feburary 3. 2019 Increase from previously approved Change Unchanged from previously approved Change Orders Orders No. 1 to No. 5: No. I to No. 5: 29.787.55 Substantial completion (days): unchanged Ready for final payment (days): unchanged Contract Price prior to this Change Order: Contract Times prior to this Change Order: 11.259.048.58 Substantial completion (days or date): unchanged Ready for final payment (days or date): unchanged Increase of this Change Order: Unchange of this Change Order: 125.159.36 Substantial completion (days or date): unchanged Ready for final payment (days or date): unchanged Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: 11.384.207.94 RECO DED: By: — Engineer (Authorized Signature) Substantial completion (days or date): unchanged Ready for final payment (days or date): unchanged ACCEPTED: LM Owner (Authorized Signature) Date: / Date: Approved 1}y unding cy (if applicable): f ACCEPTED: By: Con ctor (Authorized Signature) Date: /3"V Date: Glacier Rail Park Change Order Form C-941 Project Description: Infrastructure construction Page 4 of 5 Project # 15414035.1 EXHIBIT A - PRICING AND MATERIAL INVOICES Glacier Rail Park Change Order Form C-941 Project Description: Infrastructure construction Page 5 of 5 Project # 15414035.1 1 Mass Grading NW Drywall Site Change Order #6 FW012 Hours Total With 15% Markup Equipment Operator 2 176.0 7,741.80 Supervisor Operator 56.0 3,413.20 Truck Driver 153.5 6,676.18 End Dumps 153.5 7,678.84 Indepentdent Truck Driver 7.0 574.68 Cat Dozer 56.0 5,699.40 D-41-1 Cat Dozer 2.0 123.05 345 Cat Excavator 26.5 3,001.79 Cat 143H Motor Grader 28.0 2,737.00 Roller 31.5 1,575.79 Total 39,221.72 2 Cut Hillside Change Order #6 FW025 Hours Total With 15% Markup Equipment Operator2 103.00 4,530.71 Equipment Operator 3 1.00 46.00 Supervisor Operator 7.50 457.13 Truck Driver 90.25 3,925.24 Labor 4 Survey 11.00 429.47 End Dumps 85.25 4,264.63 Indepentdent Truck Driver 3.50 266.10 Water Wagon 5.00 316.25 Cat Loader 26.50 2,087.54 Dozer 35.00 3,562.13 Roller 18.50 819.09 Cat 143H Motor Grader 25.00 2,443.75 Grader 10.00 1,247.75 Total 24,395.78 Removed 5961.28 for Overhead KU Estimate from CAD CY CY Cut (CAD) 4550 Fill (CAD) 2200 $ 4.80 Waste Offsite 2350 $ Topsoil remove and replace 307 $ Topsoil (so Cost Difference 16591 Topsoil (sf) CAD 13108 3 Change Order #6 FW028 Equipment Operator 2 Supervisor Operator Truck Driver End Dumps Water Wagon Cat Loader 5.26 $ 4.80 $ Hours Total With 15% Markup 7 307.91 6 365.70 6 260.96 6 300.15 3 189.75 7 551.43 Total 1,975.90 Total without Markup 6,580.53 2,901.22 5,674.75 6,527.01 545.95 4,844.49 104.59 2,551.52 2,326.45 1,339.42 Total without Markup 3,851.10 39.10 388.56 3,336.45 365.05 3,624.94 252.80 268.81 1,774.41 3,027.81 696.23 2,077.19 1,060.59 Total Hrly Rate 37.39 51.81 36.97 42.52 77.99 86.51 52.30 96.28 83.09 42.52 Hrly Rate 37.39 39.10 51.81 36.97 33.19 42.52 72.23 53.76 66.96 86.51 37.63 83.09 106.06 10,560.00 12,361.00 22,921.00 1,474.78 assumed 6" was removed and replaced 24,395.78 Total without Markup Hrly Rate 261.72 37.39 310.85 51.81 221.82 36.97 255.13 42.52 161.29 53.76 468.72 66.96 1 Change Order #6 FW012 Hours Total With 15% Markup Equipment Operator 2 176 71741.80 Supervisor Operator 56 3,413.20 Truck Driver 153.5 61676.18 End Dumps 153.5 71678.84 Indepentdent Truck Driver 574.68 Cat Dozer 56 51699.40 D -4H Cat Dozer 2 123.05 345 Cat Excavator 26.5 31001.79 Cat 143H Motor Grader 28 21737.00 Roller 31.5 11575.79 39,221.72 Removed $3057.00 for Overhead 39,221.72 2 Change Order #6 FW025 Equipment Operator2 Equipment Operator 3 Supervisor Operator Truck Driver Labor 4 Survey End Dumps Indepentdent Truck Driver Water Wagon Cat Loader Dozer Roller Cat 143H Motor Grader Grader Hours Total With 15% Markup 103 41530.71 1 46.00 7.5 457.13 90.25 31925.24 11 429.47 85.25 41264.63 266.10 5 316.25 26.5 21087.54 35 3,562.13 18.5 819.09 25 21443.75 10 11247.75 24,395.78 Removed $961.28 for Overhead 24o395.78 3 Change Order #6 FWO28 Equipment Operator 2 Supervisor Operator Truck Driver End Dumps Water Wagon Cat Loader Hours Total With 15% Markup 7 307.91 6 365.70 6 260.96 6 300.15 3 189.75 7 551.43 1,975.90 Is 1,975.90 Stillwater Zlectric, Inc. 155 Round Stone Drive - KALISPELL MT 59901 NU To: LHC PO Box 7338 Kalispell, MT 59904 rnvp " InUvice #: 3335 Date: 10/4/2018 Tertn5: Due on receipt F'rv ect: Glacier Rail Parks Bore 4" conuidt under Interior and Oregan roads replace 1" conduit with 1.5" Item Q-ty Jute ti fncvnt 1) bore @ 85', 4" and 2" sch 80 conduit 1 3,910.00 3,910.00 1) bore @ 150', 4" sch 80 conduit 1 6,525.00 6,525.00 emrnnt bi 40" PUS: 155 Rounstone Drive • Kalispell, MT 59901 406-257-3917 • Fax 406-257-3297 10,435.00 Item #6 1 From: Casey Malia To: Mark Rohweder Cc: donb@)1hcmt.com Subject: RE: US Hwy 2 Median repair Date: Tuesday, September 04, 2018 11:25:27 AM Mark, All in price for removal, grading, pour colored and stamped median cover is 18.50 $/SF. This includes traffic control and night time. Estimated with 400 SF of quantity. Thank you, Casey Malia LHC, Incorporated 406) 890-5054 casey@lhcmt.com f From: Mark Rohweder <Mark.Rohweder@kljeng.com> Sent: Tuesday, August 21, 2018 8:25 AM To: Casey Malia <casey@lhcmt.com> Cc:'John Alcon' <johna@ lhcmt.com>; 'Donald G Brummel III' <donb@lhcmt.com>; d.ebert@lhcmt.com; 'Jason Bargmann'<jasonbargmann@whiteresources.net>; Greg Thelen greg.thelen@kljeng.com>; Dennis Oliver <doliver@mt.gov>; Katharine King <kking@kalispell.com> Subject: RE: US Hwy 2 Median repair Casey, The limits are marked on the median. I'm heading out to Glacier Rail Park with Katharine at 11 am today. Katharine would like to look at the median and the work that MDT has requested. Would you be available to join us? I can show you the extent of the area. I don't believe we have bid items that would covers this work so can you provide a cost estimate for demo (5 panels that are each 10' long x 4' wide x 4" deep), prep (small amount of fill to raise base), and pour & stamp. Thank you, Mark Rohweder, PE KU - Kalispell 406-300-7099 Item #6 1 From: Casey Malia [mailto:case L(@Ihcmt.com] Sent: Tuesday, August 21, 2018 8:16 AM To: Mark Rohweder <Mark.Rohweder(@k(jene.com> Cc:'John Alcon' <iohna(@Ihcmt.cgm>;'Donald G Brummel III' <donbOIhcmt.cgm>; d.ebert(@Ihcmt.cQM;'Jason Bargmann'<jasonharemann(@whiteresources.net> Subject: FW: US Hwy 2 Median repair Mark, White Resources has the stamp and LHC has the color code. Therefore we can proceed with planning the demo/prep/pour of median cover. Can KU mark out the demo limits? As Don mentioned, how will this be paid? Time and Materials? Thank you, Casey From: Jason Bargmann<iasonbaremann(@whiteresources.net> Sent: Tuesday, August 21, 2018 8:10 AM To: Casey Malia <Usev(@Ihcmt.cQ.M> Subject: RE: US Hwy 2 Median repair Casey, We do have that stamp. Jason From: Casey Malia <.Casev(@Ihcmt.com> Sent: Tuesday, August 21, 2018 7:57 AM To: Jason Bargmann<ja5onbaremann(@whiteresources.npt> Subject: FW: US Hwy 2 Median repair Jason, KU is asking if White Resources has the old stamp for the median cover at US 2. MDT Maintenance is wanting a portion of it replaced and it sounds like some folks have mentioned that White Resources did the original work several years ago. Can you recall if you did this work and/or if you would still have a stamp to match it? Thanks, Casey Malia LHC, Incorporated Item #6 1 406) 890-5054 f3sev(@Ihcmt.com 8 From: Donald G Brummel III <donb(@Ihcmt.com.> Sent: Tuesday, August 21, 2018 7:47 AM To: Mark Rohweder <Mark,Rohweder anklieng.com>; Casey Malia <L,6ev(@Ihcmt.com>; Amy Williams <aoay(@Ihcmt.cgm> Cc: Jason Bargmann <iasonbargmann(@whiteresources.net>; White Resources whiteresources(@owestoffice.net>; John Alcon <johnaeIhcmt.cQM>; Russell Parkin russellparkinht ftmail.com>; Dave Ebert <d.ebert(@Ihcmt.com>; Jeff Claridge (ieff(@Ihcmt.com) ieffCa lhcmt.com> Subject: Re: US Hwy 2 Median repair John: We'll need to plan another closure of US 2 to demo/prep the concrete area denoted below. Casey will direct you in the field to the specific location. Please note, all work performed completing this work will be extra (including Glacier Traffic devices and times) and will require separate documentation as to such. Feel free to contact with any questions. Many thanks, Don On Aug 20, 2018, at 12:35 PM, Mark Rohweder <Mark.Rohweder(@kliene.cpm> wrote: Don, I forgot add you name to the email below, sorry. Mark Rohweder, PE KU - Kalispell 406-300-7099 Item #6 1 From: Mark Rohweder Sent: Monday, August 20, 2018 12:27 PM To: casev(@Ihcmt.com Cc: Greg Thelen <Zmg.thelenekliene.com>; Katharine King <j LLgekalisoell.cQ.M> Subject: US Hwy 2 Median repair Casey, On Friday afternoon, Greg Thelen and I met Dennis Oliver, MDT maintenance in Kalispell, at Hwy 2 to discuss his concerns regarding matching the new curb with the existing concrete median. There is a 50 foot section (4 feet wide) where the new curb will be up to 3" higher than the height of the existing concrete media. Dennis is concerned about maintenance of the median and the potential ponding of water behind the curb. What we discussed was removing the existing concrete (50'x 4') section of the median and replacing it — red concrete and stamped. Greg Thelen was told that White Resources as a sub to LHC pour the median. Can you contact White Resources and ask them if they still have the stamp and know the color they used? It appears the other sections of the median will be high enough where we can make slight adjustments to the curb and fill behind the curb to adjust any height difference. Thank you, Mark Rohweder, PE image002.jpg> 406-300-7099 Direct 406-890-1193 Cell 1830 3rd Avenue East Suite 202 Kalispell, MT 59901-5578 JljeneTcom Fence Company A65 Highway 93 North Kalispell, MT 59901 406-755-7650 Bill To LHC PO Box 7338 Kalispell, MT 5g9 ,a (, F ;11 rf _. h..f 1 Ship To Flathead Drive Hwy 2 odered by: Casey tnvoic Date Invoice # 9/4/2018 38954 S o Terms ON COMPLETION Quantity Description Rate Amount Fence, Material & Installation Per Bid - Remove 165.00 165.00 20' of 6' Chain Link With 3 Strands of Barbed Wire IPayments/Credits Balance Due Total 0.00 165.00 165.00 Applied Water Consulting Project Budget Sheet Project Name: Glacier Rail Park - Pacific Recycling Contaminated Soil I Facility ID # Location: 4 Kalispell, Montana 120.00 Release # Work Plan # Type of Project: Soil Sampling and Disposition 75.00 san 0.59 EPH Fractionation 150.00 san Metals Scan (17 metals) Description Rate Units Initial Onsite Meetings with KW, LHC, & Pacific Recycling Labor Principal Scientist workplan prep & coordination Staff Engineer/Scientist Workplan development 125.00 88.00 hrs hrs Misc Office phone, fax, copies 62.00 hrs Subtotal Soil Disposal - TBD based on the laboratory results Principal Scientist review/edit report Labor Soil Sample Collection and Laboratory Analysis load and haul soil to landfill, unload Tech III soil 88.00 Staff Engineer/Scientist Load & unload equipment, 88.00 hrs Light Duty Onsite sample collection, packaging, Staff Engineer/Scientist and shippment 88.00 hrs Shipping UPS Shipping 50.00 35.00 Equipment PID 13.75 hrs Mileage Light Duty 0.59 miles Soil Analysis Coordinate with FCSWD; onsite meetings with owner and client; coordination with LHC. 125.00 hrs 4 Soil VPH 120.00 san hrs Soil EPH Screen 75.00 san 0.59 EPH Fractionation 150.00 san Metals Scan (17 metals) 275.00 san Laboratory markup (10%) Subtotal Soil Disposal - TBD based on the laboratory results Principal Scientist review/edit report Labor 125.00 load and haul soil to landfill, unload Tech III soil 88.00 hrs Mileage 88.00 Light Duty 0.59 milt Tipping Fees Landfill Tipping Fees rate. 35.00 ton Subtotal Subtotal Labor Misc Subtotal Project Total 3 2 1 2 14 1 10 10 10 10 10 Principal Scientist Coordinate with FCSWD; onsite meetings with owner and client; coordination with LHC. 125.00 hrs 4 Staff Engineer/Scientist 88.00 hrs 3 Mileage 0.59 miles 10 Principal Scientist review/edit report 125.00 hrs 2 Staff Engineer/Scientist draft report 88.00 hrs 8 CAD/GIS Specialist Word Processor Office prepare site maps and figures report prep I Phone, fax, conies. etc. 90.00 68.00 72.00 hrs hrs 2 6 1 I Item #9 Totals 375.00 176.00 62.00 613.00 176.00 1,232.00 50.00 137.50 5.85 1,601.35 1,200.00 750.00 1,500.00 2,750.00 620.00 500.00 264.00 5.85 764.00 704.00 180.00 408.00 72.00 1,614.00 11,412.35 Applied Water Consulting Hydrologic and Environmental Consulting Services PO Box 7667 Kalispell, MT 59904 LHC, Inc. P.O Box 7338 Kalispell, MT 59904-0338 Attn: Don Brummel Description INVOICE# 3746 Applied Water CONSULTING Date: 10/4/2018 Phone: (406) 756-2550 Fax: (406) 756-0527 E-mail: lisa@appliedwater.net Project # * Description 1008-18 Pacific Recycling PCS Qty Rate Amount Services rendered for the period of performance from August 26, 2018 through October 3, 2018 include: 1) Review lab results from Pacific Recycling soil samples relative to SSCLs and FCSWD cleanup criteria and e-mail to Mark Rohweder; 2) Teleconference with Mark Rohweder on Pacific Recycling soil; update total metal and PCS tables for Pacific Recycling and e-mail summary request to Hannah McDermott at DEQ; 3) Teleconference with Mark Rohweder on soil samples; revise / update Petro and metal tables; e-mail to Mark Rohweder; 4) Review e-mails from Mark Rohweder and call to Rick Thompson / DEQ Solid Waste Division on soil disposal; 5) Teleconference with John Collins, DEQ Solid Waste Division; 6) Prepare transmittal letter to Jim Chilton, FCSWD; 7) Teleconference with Jim Chilton, John Collins, DEQ; Casey, LHC; e-mail packet to Jim Chilton; 8) Coordination on TCLP soil sampling at Glacier Rail Park and sample bottle preparation; 9) Collect soil sample at GRP from Pacific Recycling stockpile PRA and PR -2; package, ship and deliver samples to FedEx on September 22, 2018; 10) E-mail update to Don Brummel and Amy Williams on Pacific Recycling PCS status. 11) Review fractionation results for Pacific Recycling PCS and e-mail laboratory; 12) Teleconference with Scott Mason on FCSWD acceptance of PCS requirements for Pacific Recycling; and 13) Review TCLP results for Pacific Recycling soil samples PRA and PR -2; e-mail John Collins; teleconference with Jim Chilton; e-mail Mark Rohweder and LHC staff. Sr Hydrogeologist - Roger Noble Energy Laboratories Invoice #187928, dated 10/1/18 Mileage - Company Truck Make all checks payable to: Applied Water Consulting 20 118.00 2,360.00 1 511.50 511.50 20 0.86 17.20 Invoice Amount $2,888.70 Total Due in 15 Days. Overdue accounts subject to a Service Charge of 1% per month. Applied Water Consulting Hydrologic and Environmental Consulting Services PO Box 7667 Kalispell, MT 59904 LHC, Inc. P.O Box 7338 Kalispell, MT 59904-0338 Attn: Don Brummel Description q INVOICE# 3728 iApliedWater CONSULTING Date: 9/13/2018 Phone: (406) 756-2550 Fax: (406) 756-0527 E-mail: lisa@appliedwater.net Project # * Description 1008-18 Pacific Recycling PCS Services rendered for the period of performance from July 29, 2018 through August 25, 2018 include: 1) Onsite meeting at GRP on August 16, 2018 to meet with John Alcorn; teleconference with Mark Rohweder; 2) Teleconference with Hannah McDermott of DEQ on August 17, 2018; 3) Follow-up teleconference with Mark Rohweder on sampling for GPS; 4) Coordination on PCs disposition from Pacific Recycling RR spur; teleconferences with Mark Rohweder, Jim Chilton/FCSWD; e-mail to John, Don and Amy; 5) Meeting with Jack Stoken and Mark Rohweder on August 17, 2018 on rail spur PCS; 6) Coordination e-mails with Don Brummel and Mark Rohweder on PCS / Pacific Recycling sampling at Glacier Rail Park; 7) Onsite August 23, 2018 to conduct PCS sampling at Pacific Recycling stockpiles; 8) Prepare stockpile location map; and 9) Prepare sample location table, soil descriptions, correspondence with Energy Laboratories. Qty Rate Amount Sr Hydrogeologist - Roger Noble 12 118.00 1,416.00 Staff Hydrogeologist - Jamie Graham 13 74.00 962.00 CAD Usage per hour - Jamie Graham 5 89.00 445.00 Energy Laboratories Invoice #182721, dated 9/11/2018 1 6,228.20 6,228.20 Bottled Water 9/6/2018 1 2.63 2.63 Make all checks payable to: Applied Water Consulting Invoice Amount $99053.83 Total Due In 15 Days. Overdue accounts subject to a Service Charge of 1 % per month. 4#/ZD Breakdown Date: 11-15-2018 PROJECT NAME: Glacier Rails (Meter Pit) Additional Zone Valves: 5) Hunter PGV Zone Valves $192.00 5) Spears Manifold Tee $86.00 Labor $780.00 PROJECT LOCATION: Kalispell, Mt Upsizing Valve Boxes from 10" Round to 12"x17" Rectangle: 5) 12"x17" Rectangle Valve Boxes $195.00 Labor $936.00 Additional 18 Gauge Control Wire: 1,200') 18GA Control Wire $189.00 Labor $390.00 Adding Additional Hunter Zone Expansion Modules: 2) Hunter PCM -300 $156.00 Labor $234.00 Upsizing the Node Controller: Node 200 Controller $64.00 DC Latching Solenoid $37.00 Labor $156.00 I Item j1jLW-4"VvtM-x v"uscaPl „ Breakdown Date: 11-27-2018 PROJECT NAME: Glacier Rails (Main Line) Additional Main Line: 1001,17) PVC Main Line $ 284.00 1001,F) Single Strand Wire $40.00 Labor $1,236.00 1236+$40+$284 = $1,560 LHC 5% mark up = $ 78 Total = $1,638.00 PROJECT LOCATION: Kalispell, Mt Item #12 FA PW_ OpmAAFWLWORKSO June 21, 2018 Donald Brummel LHC Inc. 1179 Stillwater Road Kalispell, MT 59904-0338 Subject: Glacier Rail Park Project -City of Kalispell, MT RE: Change Order Request Pricing No. 2 Concrete Crossing Extension Siding Track Mainline Track Per request by owner & LHC Inc, RailWorks Track Systems Inc. (RailWorks) offers the following Change order pricing for the above referenced project. All previous clarification apply from Scope Letter Dated 619'2017 Clarifications: The attached pricing does not included additional mobilizations Crossing Extensions to be performed concurrently with existing contract crossing work. Material lead time approximately 3 weeks from ARO. RailWorks request 2 working day extension to contract to perform this work. Siding Track crossing extended 8.125' Mainline crossing extended 8.125' Thank you for your consideration, if you have any questions or concerns please contact the undersigned. Sincerely, V'; .1 Josh Austin Area Manager RailWorks Track Systems Inc. 509) 244-4496 i austin(-),railworks. com RAILWORKS TRACK SYSTEMS, INC --274 US Hwy 12 -Chehalis WA 98532-360 262-9444-360 262-9777 Fax Proposal RAILWORKS TRACK SYSTEMS, INC. Job Code: 520-147092 COR2 Crossing Extension Description: Glaicier Rail Park -Kalispell, MT Change Order Request No.2 Crossing Extension Proposal Line No. Pay Item No. Description Quantity Unit of Measure Subtotal Description 1 509 Concrete Crossing Extension To Siding Track 8 Mainline Track- 16.25 Track feet Partial Considers constructing timber be track on initial ballast layer 2' below bottom of be at design elevations. Initial ballast layer by others'. Track construction includes furnishing and installing 115RE rail (for mainline crossing only), New 7"X9"X10" MHW crossfies, relay 5-1/2' base double shoulder fie plates, relay 5-1/2' base drive on rail anchors. Thermite welding ofjoints within crossing limits is considered. UT testing of thermite welds is considered. Dumping of Top Ballast" railroad ballast on skeleton track from Prime Contractor furnished ballaststock piles is considered. RailWorks estimates placing 7 tons of ballast(for mainline crossing only). Surface, Lining, and dressing of track will be to design elevations, alignments and profile. Omega BNSF 3.5 Degree custom curved panels will be furnished and installed atthe revised planed locations. Construction testing and construction survey/staking, roadway excavation, asphalt concrete paving or preparation is not considered. Grousing signage or street markings are not included. All track construction will adhere to the contract documents and specifically Section 04000 of the special provisions and all sub sections. Siding Track Extended 8.125' , Mainline crossing extended 8.125'. Proposal Certification Item #12 1 Unit Price Total Price 1,120 18,200.00 Subtotal: 18,200.00 GRAND TOTAL: 18,200.00 6/21/20181:40 PM Copyright©1989-2017 InEight Inc. All Rights Reserved. 1 of 1 item #12 1 Invoice 30146 QD O M ta cjDate 911112018 INDUSTILIL'S INC. Rallworks Track Systems Ralhivorks Track Systeme 83 Central Ave East 1380 US Hwy 2 West APinquiry®ra8works.00m Kalispell, MT 69901 Farmingdale, NY 11735-6801 8883477ON 420 5TT5.18 19181208 I TRUCK y 112oft% 10tNet 30 Shipped FromornegaJobXShipIShipped stern Number Quantity be iyitK>r! Y Unit Price EA Prtc* CONCRETE 16.250 Trade Ft, 2 Sets 8125' Lag43awn Tangent IIS# Panels $ 185.00 S 3,006.25 Load $32926 1,006.Z!3 8 1,950.00 i 4,956.25 Omega Industrtss, Inc. P.O. Box 66369 Vancouver, WA 98666 7304 NE 81. Johns Road Vancouver, WA 98666 Tel: 360.694.3221 Fax 360.694.3882 A 1.5% PER MONTH SERVICE CHARGE ON ALL PAST DUE ACCOUNTS— E4ARM STR 0 N,,33 p,., Trans pnr• Group, Inc. Ffv+aui-L:. aso wta nw 404=31 A"slrong Transport Group, Inc. PO Box 745100 Manta, GA 30374-5100 P:877-240-1181 F: 704-7843036 911 Tck - - Railworks 83 Central Ave Famtingdale, NY, 11734)-6901 I a* coaatan I Fiadwortcslawhafts Bill Lenhardl 274 urm2 Chehalis, WA, 98532-8404 960-26zA444 fbIlwm*& I Kalispell Brian Milson E CIregon Ln J 4wy2 K-Aspe9 Mr, 59901 509.979.3712 Charges Deac ipttos Line Maul - IItem #12 1 Tene vwWa Rens Sam- 37000.Olbs 1 Rem (Full F,tenctaDle 3M Flatbed ,_oad Railroad Track) 11 am- 37000 Olba 1 derns (Full Farlendable Ipm Rathat -oad Railroad Track) Invoice Ore Inv" 9i i=i: s3 796679 F6 Terms C.D.. Job# 5200217233 , Net 30 Dm-iptiw Call ahead for directons Location listed an rete mnfimralion mnght not he _ma Rate co mMty Total 31,66900 11.000 $3,081).00 Total $3,889.00 PaImerlls(Credits $0.00 Balance Due $3,889.00 All amounts animssed :n u3. dollars unless otherwise noted If there are any discrepancies with this invoice Including missing paperwork, missing reference numbers, incorrect amounts, or If you received this Invoice in error, please contact ouT AR department at: 877-Z40-1181 Ext. i Or email: ar@arrnstrongtransport.com knportaritN mca:ArmstmnyTrweportwtnrw.e.fasklhatWLcnangenankvdcnmaeontoanybenefiaaryotherihanlarnsbongTrarsportGroup half OU are ask4W to change the bank acmuntor address for p;ryments toPrmseenp please toll 877 240-1181 to %erity. Page 1 of 1 ADDITIONAL CONSTRUCTION COSTS FOR V PVC 11tem #13 EMPLOYEE Reg v OT Date Excess Wage Burden Wage+ Cost Hrs Burden Jason R 05/23/18 0.7 26.20 13.81 40.01 28.01 Greg R 05/23/18 0.7 30.45 14.45 44.90 31.43 Bill R 05/23/18 0.7 26.20 13.81 40.01 28.01 Colton R 05/23/18 0.7 24.40 11.70 36.10 25.27 Keith R 05/23/18 0.7 24.40 11.70 36.10 25.27 99035, Chet's Crew Cab 0.7 22.65 15.86 99047, Greg's Crew Cab 0.7 22.65 15.86 99100, Freightliner Bucket Trailer 0.7 32.50 22.75 99270, Tan material Trailer 0.7 6.94 4.86 99340, Mini excavator 0.7 50.00 35.00 99356, Teleskid 0.7 32.25 22.58 99359, Teleskid 0.7 32.25 22.58 99380, Vac trailer 0.35 74.92 26.22 99380 standby 0.35 37.46 13.11 316.79 316.79 Jason O 05/24/18 1.5 39.30 13.81 53.11 79.67 Jason R 05/24/18 0.0 26.20 13.81 40.01 Greg O 05/24/18 1.35 45.68 14.45 60.13 81.18 Bill O 05/24/18 0.35 39.30 13.81 53.11 18.59 Bill R 05/24/18 0.50 26.20 13.81 40.01 20.01 Colton O 05/24/18 0.85 36.60 11.70 48.30 41.06 Colton R 05/24/18 0.75 24.40 11.70 36.10 27.08 Keith O 05/24/18 0.85 36.60 11.70 48.30 41.06 Keith R 05/24/18 1.00 24.40 11.70 36.10 36.10 99035, Chet's Crew Cab 1.4 22.65 31.71 99047, Greg's Crew Cab 1.4 22.65 31.71 99100, Freightliner Bucket Trailer 1.4 32.50 45.50 99270, Tan material Trailer 1.4 6.94 9.72 99340, Mini excavator 1.4 50.00 70.00 99356, Teleskid 1.4 32.25 45.15 99359, Teleskid 1.4 32.25 45.15 99380, Vac trailer 0.7 74.92 52.44 99380 standby 0.7 37.46 26.22 702.31 702.32 Greg R 05/25/18 1.5 45.68 14.45 60.13 90.20 Bill R 05/25/18 3.0 39.30 13.81 53.11 159.33 Colton R 05/25/18 2.0 36.60 11.70 48.30 96.60 Keith R 05/25/18 1.5 36.60 11.70 48.30 72.45 99035, Chet's Crew Cab 2 22.65 45.30 99047, Greg's Crew Cab 2 22.65 45.30 99100, Freightliner Bucket Trailer 1.5 32.50 48.75 99270, Tan material Trailer 2 6.94 13.88 99340, Mini excavator 2 50.00 100.00 99356, Teleskid 2 32.25 64.50 99359, Teleskid 1.5 32.25 48.38 99380, Vac trailer 1 74.92 74.92 99380 standby 1 37.46 37.46 897.05 897.06 Jason R 06/04/18 1.9 26.20 13.81 40.01 76.02 Greg R 06/04/18 0.85 30.45 14.45 44.90 38.17 Bill R 06/04/18 0.85 26.20 13.81 40.01 34.01 Colton R 06/04/18 0.85 24.40 11.70 36.10 30.69 Keith R 06/04/18 0.85 24.40 11.70 36.10 30.69 99035, Chet's Crew Cab 1 22.65 22.65 99047, Greg's Crew Cab 1 22.65 22.65 99100, Freightliner Bucket Trailer 1 32.50 32.50 99270, Tan material Trailer 1 6.94 6.94 99340, Mini excavator 1 50.00 50.00 99356, Teleskid 1 32.25 32.25 99359, Teleskid 1 32.25 32.25 99380, Vac trailer 0.5 74.92 37.46 99380 standby 0.5 37.46 18.73 464.99 464.99 Greg R 06/05/18 330.45 14.45 44.90 134.70 Bill R 06/05/18 226.20 13.81 40.01 80.02 Colton R 06/05/18 224.40 11.70 36.10 72.20 Keith R 06/05/18 224.40 11.70 36.10 72.20 99035, Chet's Crew Cab 2.25 22.65 50.96 99047, Greg's Crew Cab 2.25 22.65 50.96 99100, Freightliner Bucket Trailer 2.25 32.50 73.13 99270, Tan material Trailer 2.25 6.94 15.62 99340, Mini excavator 2.25 50.00 112.50 99356, Teleskid 2.25 32.25 72.56 99359, Teleskid 2.25 32.25 72.56 99380, Vac trailer 1.13 74.92 84.66 99380 standby 1.12 37.46 41.96 934.02 934.02 Jason R 06/06/18 326.20 13.81 40.01 120.03 Greg R 06/06/18 330.45 14.45 44.90 134.70 Bill R 06/06/18 326.20 13.81 40.01 120.03 Colton R 06/06/18 324.40 11.70 36.10 108.30 Keith R 06/06/18 324.40 11.70 36.10 108.30 99035, Chet's Crew Cab 3 22.65 67.95 99047, Greg's Crew Cab 3 22.65 67.95 99100, Freightliner Bucket Trailer 3 32.50 97.50 99270, Tan material Trailer 3 6.94 20.82 99340, Mini excavator 3 50.00 150.00 99356, Teleskid 3 32.25 96.75 99359, Teleskid 3 32.25 96.75 99380, Vac trailer 1.5 74.92 112.38 99380 standby 1.5 37.46 56.19 1,357.65 1,357.69 Jason R 06/07/18 2 26.20 13.81 40.01 80.02 Greg O 06/07/18 2 45.68 14.45 60.13 120.26 Bill O 06/07/18 3 39.30 13.81 53.11 159.33 Colton O 06/07/18 3 36.60 11.70 48.30 144.90 Keith O 06/07/18 3 36.60 11.70 48.30 144.90 99035, Chet's Crew Cab 3 22.65 67.95 99047, Greg's Crew Cab 3 22.65 67.95 99100, Freightliner Bucket Trailer 3 32.50 97.50 99270, Tan material Trailer 3 6.94 20.82 99340, Mini excavator 2.5 50.00 125.00 99356, Teleskid 2.5 32.25 80.63 99359, Teleskid 2.5 32.25 80.63 99380, Vac trailer 1.5 74.92 112.38 99380 standby 1.5 37.46 56.19 1,358.45 Jason R 07/11/18 0.25 26.20 13.81 40.01 10.00 Greg R 07/11/18 0.5 30.45 14.45 44.90 22.45 Bill R 07/11/18 0.25 26.20 13.81 40.01 10.00 Colton R 07/11/18 0.5 24.40 11.70 36.10 18.05 Keith R 07/11/18 0.5 24.40 11.70 36.10 18.05 Sand (Per ton) 41 5 205.00 99035, Chet's Crew Cab 0.5 22.65 11.33 99047, Greg's Crew Cab 0.5 22.65 11.33 99100, Freightliner Bucket Trailer 0.5 32.50 16.25 99270, Tan material Trailer 0.5 6.94 3.47 99340, Mini excavator 0.25 50.00 12.50 99356, Teleskid 0.25 32.25 8.06 99359, Teleskid 0.25 32.25 8.06 99380, Vac trailer 0.25 74.92 18.73 99380 standby 0.25 37.46 9.37 382.65 382.65 Jason O 07/12/18 1 39.30 13.81 53.11 53.11 Jason R 07/12/18 0.5 26.20 13.81 40.01 20.01 Greg O 07/12/18 1.5 45.68 14.45 60.13 90.20 Bill O 07/12/18 1.5 39.30 13.81 53.11 79.67 Colton O 07/12/18 1.5 36.60 11.70 48.30 72.45 Keith O 07/12/18 1.5 36.60 11.70 48.30 72.45 99035, Chefs Crew Cab 1.5 22.65 33.98 99047, Greg's Crew Cab 1.5 22.65 33.98 99100, Freightliner Bucket Trailer 1.5 32.50 48.75 99270, Tan material Trailer 1.5 6.94 10.41 99340, Mini excavator 1.5 50.00 75.00 99356, Teleskid 1.5 32.25 48.38 99359, Teleskid 1.5 32.25 48.38 99380, Vac trailer 0.75 74.92 56.19 99380 standby 0.75 37.46 28.10 771.01 771.02 Jason O 07/13/18 1 39.30 13.81 53.11 53.11 Greg O 07/13/18 1 45.68 14.45 60.13 60.13 Bill O 07/13/18 1 39.30 13.81 53.11 53.11 Colton O 07/13/18 1 36.60 11.70 48.30 48.30 Keith O 07/13/18 1 36.60 11.70 48.30 48.30 99035, Chet's Crew Cab 1 22.65 22.65 99047, Greg's Crew Cab 1 22.65 22.65 99100, Freightliner Bucket Trailer 1 32.50 32.50 99270, Tan material Trailer 1 6.94 6.94 99340, Mini excavator 1 50.00 50.00 99356, Teleskid 1 32.25 32.25 99359, Teleskid 1 32.25 32.25 99380, Vac trailer 0.5 74.92 37.46 99380 standby 0.5 37.46 18.73 518.38 518.38 11" PVC 7,703.331 Extra Hrs 19.10 ADDITIONAL CONSTRUCTION COSTS FOR 4" PVC Jason R 05/31/18 1 26.20 13.81 40.01 40.01 Greg R 05/31/18 1.5 30.45 14.45 44.90 67.35 Bill R 05/31/18 1 26.20 13.81 40.01 40.01 Colton R 05/31/18 1 24.40 11.70 36.10 36.10 Keith R 05/31/18 1 24.40 11.70 36.10 36.10 99035, Chet's Crew Cab 1.1 22.65 24.92 99047, Greg's Crew Cab 1.1 22.65 24.92 99100, Freightliner Bucket Trailer 1.1 32.50 35.75 99270, Tan material Trailer 1.1 6.94 7.63 99340, Mini excavator 1.1 50.00 55.00 99356, Teleskid 1.1 32.25 35.48 99359, Teleskid 1.1 32.25 35.48 99380, Vac trailer 0.55 74.92 41.21 99380 standby 0.55 37.46 20.60 500.54 500.54 Jason R 06/01/18 1 26.20 13.81 40.01 40.01 Greg 0 06/01/18 1 45.68 14.45 60.13 60.13 Bill 0 06/01/18 1 39.30 13.81 53.11 53.11 Colton 0 06/01/18 1 36.60 11.70 48.30 48.30 Keith 0 06/01/18 1 36.60 11.70 48.30 48.30 99035, Chet's Crew Cab 1 22.65 22.65 99047, Greg's Crew Cab 1 22.65 22.65 99100, Freightliner Bucket Trailer 1 32.50 32.50 99270, Tan material Trailer 1 6.94 6.94 99340, Mini excavator 1 50.00 50.00 99356, Teleskid 1 32.25 32.25 99359, Teleskid 1 32.25 32.25 99380, Vac trailer 0.5 74.92 37.46 99380 standby 0.5 37.46 18.73 505.28 505.28 Jason R 06/04/18 1 26.20 13.81 40.01 40.01 Greg R 06/04/18 1.5 30.45 14.45 44.90 67.35 Bill R 06/04/18 1.5 26.20 13.81 40.01 60.02 Colton R 06/04/18 1.5 24.40 11.70 36.10 54.15 Keith R 06/04/18 1 24.40 11.70 36.10 36.10 99035, Chet's Crew Cab 1.3 22.65 29.45 99047, Greg's Crew Cab 1.3 22.65 29.45 99100, Freightliner Bucket Trailer 1.3 32.50 42.25 99270, Tan material Trailer 1.3 6.94 9.02 99340, Mini excavator 1.3 50.00 65.00 99356, Teleskid 1.3 32.25 41.93 99359, Teleskid 1.3 32.25 41.93 99380, Vac trailer 0.65 74.92 48.70 99380 standby 0.65 37.46 24.35 589.68 589.6$ Greg R 06/05/18 1 30.45 14.45 44.90 44.90 Bill R 06/05/18 1 26.20 13.81 40.01 40.01 Colton R 06/05/18 0.5 24.40 11.70 36.10 18.05 Keith R 06/05/18 0.5 24.40 11.70 36.10 18.05 99035, Chet's Crew Cab 0.75 22.65 16.99 99047, Greg's Crew Cab 0.75 22.65 16.99 99100, Freightliner Bucket Trailer 0.75 32.50 24.38 99270, Tan material Trailer 0.75 6.94 5.21 99340, Mini excavator 0.75 50.00 37.50 99356, Teleskid 0.75 32.25 24.19 99359, Teleskid 0.75 32.25 24.19 99380, Vac trailer 0.375 74.92 28.10 99380 standby 0.375 37.46 14.05 312.58 312.5$ Jason R 06/06/18 0.5 26.20 13.81 40.01 20.01 Greg R 06/06/18 0.5 30.45 14.45 44.90 22.45 Bill R 06/06/18 0.5 26.20 13.81 40.01 20.01 Colton R 06/06/18 0.5 24.40 11.70 36.10 18.05 Keith R 06/06/18 0.5 24.40 11.70 36.10 18.05 99035, Chet's Crew Cab 0.5 22.65 11.33 99047, Greg's Crew Cab 0.5 22.65 11.33 99100, Freightliner Bucket Trailer 0.5 32.50 16.25 99270, Tan material Trailer 0.5 6.94 3.47 99340, Mini excavator 0.5 50.00 25.00 99356, Teleskid 0.5 32.25 16.13 99359, Teleskid 0.5 32.25 16.13 99380, Vac trailer 0.25 74.92 18.73 99380 standby 0.25 37.46 9.37 226.28 226.28 Jason R 06/07/18 2 26.20 13.81 40.01 80.02 Greg O 06/07/18 2 45.68 14.45 60.13 120.26 Greg R 06/07/18 0.5 30.45 14.45 44.90 22.45 Bill O 06/07/18 1.5 39.30 13.81 53.11 79.67 Bill R 06/07/18 0.5 26.20 13.81 40.01 20.01 Colton O 06/07/18 1.5 36.60 11.70 48.30 72.45 Colton R 06/07/18 0.5 24.40 11.70 36.10 18.05 Keith O 06/07/18 1.5 36.60 11.70 48.30 72.45 Keith R 06/07/18 0.5 24.40 11.70 36.10 18.05 99035, Chet's Crew Cab 2.1 22.65 47.57 99047, Greg's Crew Cab 2.1 22.65 47.57 99100, Freightliner Bucket Trailer 2.1 32.50 68.25 99270, Tan material Trailer 2.1 6.94 14.57 99340, Mini excavator 2.1 50.00 105.00 99356, Teleskid 2.1 32.25 67.73 99359, Teleskid 2.1 32.25 67.73 99380, Vac trailer 1.05 74.92 78.67 99380 standby 1.05 37.46 39.33 1,039.80 Greg R 07/17/18 1.63 30.45 14.45 44.90 73.19 Bill R 07/17/18 1.63 26.20 13.81 40.01 65.22 Colton R 07/17/18 1.63 24.40 11.70 36.10 58.84 Keith R 07/17/18 1.63 24.40 11.70 36.10 58.84 99035, Chet's Crew Cab 1.63 22.65 36.92 99047, Greg's Crew Cab 1.63 22.65 36.92 99100, Freightliner Bucket Trailer 1.63 32.50 52.98 99270, Tan material Trailer 1.63 6.94 11.31 99340, Mini excavator 1.63 50.00 81.50 99356, Teleskid 1.63 32.25 52.57 99359, Teleskid 1.63 32.25 52.57 99380, Vac trailer 0.815 74.92 61.06 99380 standby 0.815 37.46 30.53 672.44 672.44 25.00 14" PVC 3,846.61 5 Extra Hrs 16.13 7.13 ADDITIONAL MOBILIZATION COSTS Jason R 07/10/18 5 14.00 9.21 23.21 116.05 99035, Chet's Crew Cab 5 22.65 113.25 99047, Greg's Crew Cab 5 22.65 113.25 99100, Freightliner Bucket Trailer 5 32.50 162.50 99270, Tan material Trailer 5 6.94 34.70 99340, standby 5 25.00 125.00 99356, standby 5 16.13 80.65 99359, standby 5 16.13 80.65 99380, standby 5 37.46 187.30 No hours worked recorded on Certified Payroll #4 1,013.35 Jason R 07/11/18 2.514.00 9.21 23.21 58.03 Greg R 07/11/18 2.5 26.50 12.50 39.00 97.50 Bill R 07/11/18 2.514.00 9.21 23.21 58.03 Colton R 07/11/18 2.5 9.50 8.25 17.75 44.38 Keith R 07/11/18 2.512.00 8.57 20.57 51.43 99035, Chet's Crew Cab 2.5 22.65 56.63 99047, Greg's Crew Cab 2.5 22.65 56.63 99100, Freightliner Bucket Trailer 2.5 32.50 81.25 99270, Tan material Trailer 2.5 6.94 17.35 99340, standby 2.5 25.00 62.50 99356, standby 2.5 16.13 40.33 99359, standby 2.5 16.13 40.33 99380, standby 2.5 37.46 93.65 758.00 Jason O 07/13/18 2.0 21.00 9.21 30.21 60.42 Greg O 07/13/18 2.0 39.75 12.50 52.25 104.50 Bill O 07/13/18 2.0 21.00 9.21 30.21 60.42 Colton O 07/13/18 2.0 14.25 8.25 22.50 45.00 Keith O 07/13/18 2.0 18.00 8.57 26.57 53.14 99035, Chet's Crew Cab 2.0 22.65 45.30 99047, Greg's Crew Cab 2.0 22.65 45.30 99100, Freightliner Bucket Trailer 2.0 32.50 65.00 99270, Tan material Trailer 2.0 6.94 13.88 99340, standby 2.0 25.00 50.00 99356, standby 2.0 16.13 32.26 99359, standby 2.0 16.13 32.26 99380, standby 2.0 37.46 74.92 682.40 Greg 07/14/18 2.0 39.75 12.50 52.25 104.50 99035, Chet's Crew Cab 2.0 22.65 45.30 99047, Greg's Crew Cab 2.0 22.65 $ 45.30 99100, Freightliner Bucket Trailer 2.0 32.50 $ 65.00 99270, Tan material Trailer 2.0 6.94 $ 13.88 99340, standby 2.0 25.00 $ 50.00 99356, standby 2.0 16.13 $ 32.26 99359, standby 2.0 16.13 $ 32.26 99380, standby 2.0 37.46 $ 74.92 No hours worked recorded on Certified Payroll #4 463.42 Hotel Rooms (3 rooms, 2 nights) 676.54 extra hrs onsite 1 person 26.23 hrs Add'I Mob $ 3,593.71 extra hrs onsite 1 person over 3 days 8.74 hrs/day I Add'I Depth $ 11,549.941 GRAND TOTAL $ 15,143.651 Recommendation to the City Request Recommend Additional Mobilization Cost 3,593.60 $ 676.54 Difficult to verify the extra depth resulted in an additional mob However, based on extra hours the hotel is reasonable Constuction Cost 11,754.88 $ 11,754.88 Certified payroll shows they worked the days they are requesting Equipment hours same or less than labor hours Overhead & Profit (15%) 1,763.23 $ - Agree to cover their labor costs only Bond 143.29 $ - Price increase never formalized therefore no extra bonding costs MT Lines Totals 17,255.00 $ 12,431.42 LHC 5% on subcontractors 862.75 $ - Agree to cover labor costs only Grand Total 18,117.75 is 12,431.42 Asphalt Paving - Road adjacent to Infiltration Pond 11tem #14 1 reduction area 2520 sf 24'x 105' unit units unit total 3/4" minus cy 46.7 27.60 1,288.00 3" minus cy 93.3 21.77 2,031.87 2" Asphalt Base course sy 280.0 8.41 2,354.80 2" asphalt surface course sy 280.0 8.29 2,321.20 7,995.87