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HomeMy WebLinkAboutMorphey Construction/Eng/CO #5/40,424.15/Shelborne Trail/96th Street Trail – Project #16-ENG-73 City of Carmel Project 16- ENG-73 Shelborne Trail/ 96th Street Trail 4vROtd CHANGE ORDER#5 bc,i Change Order#5 includes the following,Ditch Grading from Structure 52A,Fence Removal on Line PR- S-1-A station 23+00 to 24+50,Additional Clearing of R/W requesting by the city on Line PR-C from station 23+50 to 49+49, Stand pipes on Line PR-C at station 18+00, Line PR-B at station 26+40,Added Drive removal on Line PR-A stations 11+48 and 15+45 including removal and replacing driveway pipe on Line PR-C at station 49+66.Also Time Extension requested due to inclement weather. Contract Price prior to this Change Order $3,863,406.97 Contract Price will be increased/decreased by this Change Order $40,424.15 New Contract Price including this Change Order $3,903,831.12 Amount Adjusted Contract Cumulative%Change Price from Original Contract Original Contract $3,652,000.00 $3,652,000.00 N/A CO1 $100,247.97 $3,752,247.97 2.7% CO2 $82,000.00 $3,834,247.97 5% CO3 $19,394.97 $3,853,642.94 5.5% C04 $9,764.03 $3,863,406.97 6.0% C05 $40,424.15 $3,903,831.12 6.9% CITY OF CARMEL TO: WORK DIRECTIVE CHANGE NO.5 DATE: 11/23/18 PROJECT NAME: Shelborne Trail 96th St. Trail PROJECT NO.: 16-ENG-73 Specification Reference Additional Ditch Grading Str.52A,Fence Removal Enoch Property,Additional R/W Clearing Summerlakes,Additional days for added drives and Time Extension for Weather. Drawing Reference: PG. 12 and PG.21-25 DESCRIPTION OF WORK COVERED BY THIS DIRECTIVE CHANGE: A. EWA 07 has been submitted for additional grading to be done from structure 52A on Line PR-C. This work had to be added due to existing grades not allowing for drainage from structure 52A to outflow.The additional cost to the project will be$9,720.00 and 5 additional calendar days added to the contract.(See Attachment A) B. EWA 11 has been submitted for additional fence removal on Line PR-S-1-A. The additional removal was due to the change in trail alignment at the Enoch Property from station 23+00 to 24+50.The additional cost to the project is$1,736.00 and 1 additional calendar days added to the contract.(See Attachment B) C. EWA 12 has been submitted for additional clearing of R/W on Line PR-C. The additional removal of trees was requested by the city from station 23+50 to 49+49. The additional cost to the contract is$7,722.59 and 2 additional calendar days added to the contract. (See Attachment C). D. EWA 13 has been submitted for additional drive and pipe installation on Line PR-C. The work was to remove and replace existing 18"CMP due to pipe being in disrepair.The work also included removal and replacement of drive at station 49+66. The additional cost to the contract is $8,815.00 and 4 additional calendar days added to the contract. (See Attachment D). E. EWA 14 has been submitted for added drainage stand pipe on Line PR-B.The additional work was completed at station 26+40 to improve drainage along trail. Total cost of work$2,200.14. The additional cost will be added within the contract Line Items. The contractor does request an additional 1 calendar day be added to the contract. (See Attachment E). F. EWA 15 has been submitted for added drainage stand pipe on Line PR-C. The additional work was completed at station 18+00 to achieve positive drainage in the area.Total additional cost $3,641.14.The additional cost will be added within the contract Line Items.The contractor does request an additional 1 calendar day be added to the contract. (See Attachment F). G. EWA 16 has been submitted for added drive way removal and additional drive on Line PR-A. The additional removal at station 11+48 due to achieving ADA compliance for Trail crossing drive and encountering and area of concrete which had to be removed. In additional a drive at station 15+45 was agree upon with the city to be removed and replaced.Class X excavation will be added to the contract and all other items will be paid within the contract Line Items.The additional cost to the contract is$6,589.28 and 4 additional calendar days added to the contract. (See Attachment G). AR-3 Version 2016-08-31 By: Jame Brai ard,M or By: Mary Ann rke, Mem r By: Lori Watson, er By: Jeremy K i n,P , ity Engineer A DATE: Lf%4'4A21 - DATE: p`5//7 Christine S. Pauley,"Clerk-Treasurer AR-3 Version 2016-08-31 H. Delay Claim,Time Extension Request has been submitted by Morphey. The request is for an additional 27 calendar days due to inclement weather and 15 calendar days from December 1 to December 15 (INDOT Specification 108.08).(See Attachment H). The city agrees with the additional 15 calendar days as per INDOT Specification 108.08. However the city as per the records provided by the consultant on site agrees only to 6 additional Calendar days added to the project due to inclement weather. (See Attachment I). In addition to the request the city will require that beginning April 1,2019 the consultant on site provide the contractor with a weekly report with weather conditions and controlling operations. This report is to be signed by the contractor and returned to the consultant. REASON FOR THIS ORDER: A. This work had to be added due to existing grades not allowing for drainage from structure 52A to outflow. B. Trail realignment due to property agreement. C. Additional Tree removal request by the city at Summer Lakes. D. Existing storm pipe was in disrepair and had to be replaced. E. To help with drainage for standing water along trail. F. To achieve positive drainage along trail. G. Additional Drive removal to achieve ADA compliance and added removal for drive per the City. H. Additional days requested due to inclement weather and previous work to be completed after December 1. AUTHORIZATION: THIS WORK DIRECTIVE CHANGE AUTHORIZES THE WORK TO BE COMPLETED AS OUTLINED. A Contract Change Order in the Amount of$40,424.15 will be issued to you in the near future to cover this Work Directive Change. PROJECT COMPLETION DATE: ADD/DEDUCT/UNCHANGED 39 DAYS. By: Approved By: Robert Surber(BFS) CITY OF CARMEL BOARD OF PUBLIC WORKS AND SAFETY AR-3 Version 2016-08-31 Attachment "A" • November 11,2018 Jeremy L.Books,PE,CPESC Construction Department Manager MORPHS Butler,Fairman&Seufert,Inc. CONSTRUCTION 8450 Westfield Blvd.,Suite 300 Indianapolis,IN 46240-8302 Re: EWA 07— Ditch Grading,Str.No.52A,Ln"PR-C",Revised 11-20-18 In Reference to: Verbal RFP and BF&S Elevations and Grades(Attached) 11-14-18 Ditch Cross Section(Attached) Per our verbal discussions,Morphey Construction Inc.understands the following scope: - Cut a ditch from PES at Str.No.52A to^225 LFT east along the south side of 96th Street to existing swale. - Grades and elevations were provided by BF&S(Attached) - —3 LFT flat bottom ditch - —9 LFT width of disturbance - No.2 Stone Ditch(Attached Cross Section) - excavation completed within road closure - Stone Installation and Seed Prep completed under traffic I light of the above described scope of work,Morphey Construction Inc.would like to add the following work to our contract: EWA 07a-Linear Grading,Str.No.52A 225 LFT @$19.80/LFT Totaling: $4,455.00 EWA 07e—Stone Flowline and Seed Prep* 225 LFT @$23.40/LFT Totaling: $5,265.00 *Fertilizer,Seed mixture U,and Mulch to be measured and paid for separately Total Increase to our Contract:$9,720.00 This work will add^'2 work days to our Contract's controlling operation It will also delay progress on Line"PR-C"'s storm sewer operation by^2 work days. Morphey Construction Inc.would like to add 5 calendar days to our Contract's substantial and final completion dates for this added work. Please see attached cost summary for your records. If you need any additional information,please let us know. Sincerely, Morphey Construction Inc. afrn Jason Umlauf Project Manager p.1-317-356-9250 m.1-317-766-3951 1499 N Sherman Drive Equal Opportunity Employer Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.356.9253 www.morpheyconstruction.com • 1 IIIIIIIIII � III PAGE OF IIII Liutler Fairmaa Seufert c I v I L re rp N p i N R £ ai JOB '` "'%``ic,7T.1 '5'r y `Crux .t DES fi DATE l / ITEM ri 1x ct€ Ct.-7C77 CK DATE 5rntie. Foa psr ra a PER.EWAO7 -ram vn SrGnAE V (3a'ah sAs ab = �s 5L r bra a7 , 522 G 0c' oohs • • Zo'Ql A2'2 1.0v • �� 29 a 1^'7 52 �" LO 0 =52 • 200 -o • �', �� a �'? -.O©'P =/gZ2 //.,0)'0 • 1 9'.9 h°1 •o ; )7.9'9 O J • bs y ,Q,! ^ JAI 5Z fis• 4,0 ' xy+ 9/w 31VO V421.1 31VO S3O or fl J ] O N ] 1 1 4..4nag N cretuciE3 �at3na d0 3OVA MORPHEY CONSTRUCTION INC.-COST SUMMARY CONTRACT: 16-ENG-73 ITEM NO.: EWA07a JQTY: I 2251LFT DATE: I 6/26/2018 DISCRIPTION: Shelborne and 96th Street Trails ITEM NAME: Linear Grading,Str.No.52A NUM LABOR+FRINGE ST OT DT RATE AMOUNT EQUIPMENT HOURS RATE AMOUNT 1 Foreman 8 HOURS@ $53.71 PER HR $429.68 Pickup 8 HOURS@ $20.00 PER HR $160.0- 1 Operator 8 HOURS@ $51.71 PER HR $413.68 Excavator 8 HOURS@ $68.75 PER HR $550.00 1 Laborer 8 HOURS@ $39.88 PER HR _ $319.04 _Power Broom 8 HOURS@ $22.50 PER HR $180.00 HOURS@ PER HR $0.00 Skid Steer _ 8 HOURS@ $35.00 PER HR $280.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR - $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ _ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 NO.OF DAYS HOURS@ PER HR $0.00 HRS WORKED/DAY TEAMSTER MOB 0 HOURS@ $0.00 $0.00 LOWBOY HOURS, $150.00 PER HR $0.00 TOTAL LABOR $1,162.40 TOTAL EQUIPMENT $1,170.00 UNIT COST LABOR $5.17 I UNIT COST EQUIP $5.20 MARKUP ON LABOR 20% $232.48 EQUIPMENT MARKUP 12% $140.40 WORKMANS COMP 11.65% $135.42 TOTAL EQUIPMENT WITH MARKUP $1,310.40 UNEMPLOYMENT 10.9% $126.70 SOCIAL SECURITY TAX 7.65% $88.92 MARKUP ON WC,UEC,SS TAX 20% $70.21 SUPPLIES QUANTITY UNIT COST AMOUNT TOTAL LABOR WITH MARKUP 1,816.13 $0.00 $0.00 $0.00 MATERIAL TYPE QUANTITY UNIT COST AMOUNT $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 _ _ 'TOTAL SUPPLY COST $0.00 __ UNIT SUPPLY COST $0.00 SUPPLY MARKUP 12% $0.00 TOTALSUPPUES WITH MARKUP $0.00 $0.00 UNIT MAT.COST _ $0.00 SUBCONTRACT QUANTITY UNIT PRICE AMOUNT MATERIAL MARKUP 12% $0.00 TOTAL MATERIAL WITH MARKUP $0.00 HAUUNG _ TOTAL SUBCONTRACT COST $0.00 CYS LOADS HOURS RATE AMOUNT IUNIT SUBCONTRACT COST 0 Disposal 5 $80.00 $400.00 SUBCONTRACT MARKUP-1ST$3,000 10% $0.00 $0.00 SUBCONTRACT MARKUP REMAINDER 7% $0.00 TOTAL SUBCONTRACTWITH MARKUP $0.00 DAYS TRUCKS HOURS RATE Hauling 1 1 8 95 $760.00 $0.00 TOTAL COSTS WITH MARKUPS $4,425.73 BOND 0.55% $24.34 TOTAL HAUL COST $1,160.00 INSURANCE 0.03085% $1.37 UNIT HAUL COST $5.16' BOND AND INSURANCE MARKUP 10% $2.57 HAUL MARKUP 12% $139.20 TOTAL HAUL WITH MARKUP 1,299.2C FINAL COST $4,454.01 I - UNIT COST $19.80 DATE: • MORPHEY CONSTRUCTION INC.-COST SUMMARY CONTRACT: 16-ENG-73 ITEM NO.: EWA 07d IQTY: I 2251LFT 'DATE: I 11/20/2018 DISCRIPTION: Shelborne and 96th Street Trails ITEM NAME: Stone Flowline and Seed Prep NUM LABOR+FRINGE ST OT DT RATE AMOUNT EQUIPMENT HOURS RATE AMOUNT 1 Foreman 8 HOURS@ $53.71 PER HR $429.68 Pickup 8 HOURS@ $20.00 PER HR $160.00 1 Operator 8 HOURS@ $51.71 PER HR $413.68 Excavator 8 HOURS@ $68.75 PER HR $550.00 3 Laborer 8 HOURS@ $39.88 PER HR $957.12 Power Broom 8 HOURS@ $22.50 PER HR $180.00 HOURS@ PER HR $0.00 Skid Steer 8 HOURS@ $35.00 PER HR $280.00 HOURS@ _PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 NO.OF DAYS HOURS@ PER HR $0.00 HRS WORKED/DAY TEAMSTER MOB 0 HOURS@ $0.00 $0.00 LOWBOY HOURS@ $150.00 PER HR $0.00 TOTAL LABOR $1,800.48 TOTAL EQUIPMENT $1,170.00 UNIT COST LABOR $8.00 I UNIT COST EQUIP $5.20 MARKUP ON LABOR - 20% $360.10 EQUIPMENT MARKUP 12% $140.40 WORKMANS COMP 11.65% $209.76 TOTAL EQUIPMENT WITH MARKUP $1,310.40 UNEMPLOYMENT 10.9% $196.25 SOCIAL SECURITY TAX 7.65% $137.74 MARKUP ON WC,UEC,SS TAX 20% $108.75 SUPPLIES QUANTITY UNIT COST AMOUNT TOTAL LABOR WITH MARKUP 2,813.08 $0.00 $0.00 $0.00 MATERIAL TYPE QUANTITY UNIT COST AMOUNT $0.00 CA No.2 CS 40 TON $20.00 $800.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL SUPPLY COST $0.00 UNIT SUPPLY COST $0.00 SUPPLY MARKUP 12% $0.00 TOTAL SUPPUES WITH MARKUP $0.00 $800.00 UNIT MAT.COST $3.56 SUBCONTRACT QUANTITY UNIT PRICE AMOUNT MATERIAL MARKUP 12�9 $96.00 TOTAL MATERIAL WITH MARKUP -$896.00 HAULING TOTAL SUBCONTRACT COST $0.00 CYS LOADS _ HOURS RATE AMOUNT jUNITSUBCONTRACTCOST 0 Disposal $0.00 SUBCONTRACT MARKUP-1ST$3,000 10% $0.00 $0.00 SUBCONTRACT MARKUP REMAINDER 7% _ $0.00 _ TOTAL SUBCONTRACTWITH MARKUP _ $0.00 DAYS TRUCKS HOURS RATE _ Hauling _ 1 1 2 95 $190.00 _ $0.00 TOTAL COSTS WITH MARKUPS $5,232.28 _ BOND 0.55% $28.78 TOTAL HAUL COST $190.00 INSURANCE 0.03085% $1.61 UNIT HAUL COST $0.84 BOND AND INSURANCE MARKUP 10% $3.04 HAUL MARKUP 12% $22.80 TOTAL HAUL WITH MARKUP 212.80 FINAL COST $5,265.71 I UNIT COST $23.40 DATE: Attachment " B" August 29,2018 Jeremy L.Books,PE,CPESC Construction Department Manager Butler,Fairman&Seufert,Inc. 8450 Westfield Blvd.,Suite 300 Indianapolis,IN 46240-8302 Re: EWA 11— Fence Removal,Enoch Property Fence removal was required from Sta.23+00 to Sta.24+50,Ln"PR-S-1-A"(^'200 LFT). This fence was originally intended to be relocated by others according to our Contract's plans. However,Morphey Construction,Inc.(MCI)was directed to perform the removal of this fence and track T&M costs. In light of the above,Morphey Construction,Inc.would like to add the work item to our contract at the stated unit price: EWA lla—FENCE,CHAIN LINK,REMOVE 200 LFT @$8.68/LFT Totaling:$1,736.00 Total Increase to our Contract:$1,736.00 This work delayed our controlling operation by'1 work day. Morphey Construction Inc.would like to add 1 calendar day to our Contract's substantial and final completion dates for this added work. Please see attached cost summary for your records. If you need any additional information,please let us know. Sincerely, Morphey Construction Inc. Jason Umlauf Project Manager p.1-317-356-9250 m.1-317-766-3951 1499 N Sherman Drive Equal Opportunity Employer Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.356.9253 www.morpheyconstruction.com MORPHEY CONSTRUCTION INC.-COST SUMMARY CONTRACT: 16-ENG-73 ITEM NO.: EWA 13a - 'WY: I 25ILFT DATE: I 9/4/2018 DISCRIPTION: Shelborne Rd.and 96th Street Trails ITEM NAME: Additional Tree Removals NUM LABOR+FRINGE ST OT DT T RATE AMOUNT EQUIPMENT HOURS RATE AMOUNT 1 Foreman 0.25 HOURS@ $47.82 PER HR $11.96 Pickup 0.25 HOURS@ $20.00 PER HR $5.00 1 Operator 0.25 HOURS@ $54.26 PER HR $13.57 Excavator 0.25 HOURS@ $68.75 PER HR $17.19 1 Laborer 0.25 HOURS@ _ $38.88 PER HR $9.72 Loader 0.25 HOURS@ $56.25 PER HR $14.06 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ _PER HR $0.00 HOURS@ _ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ 'PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 NO.OF DAYS HOURS@ .PER HR $0.00 HRS WORKED/DAY TEAMSTER MOB 0 HOURS@ $0.00 $0.00 LOWBOY HOURS@ PER HR $0.00 TOTAL LABOR $35.25 TOTAL EQUIPMENT $36.25 UNIT COST LABOR $1.41 I UNIT COST EQUIP $1.45 MARKUP ON LABOR 20% $7.05 EQUIPMENT MARKUP 12% $4.35 WORKMANS COMP 11.65% $4.11 TOTAL EQUIPMENT WITH MARKUP $40.e UNEMPLOYMENT 10.9% $3.84 SOCIAL SECURITY TAX 7.65% $2.70 MARKUP ON WC,UEC,SS TAX - 20% $2.13 SUPPLIES QUANTITY UNIT COST AMOUNT TOTAL LABOR WITH MARKUP $55.08 $0.00 $0.00 $0.00 MATERIAL TYPE QUANTITY UNIT COST AMOUNT $0.00 Structure Backfill 10 TON $20.00 $200.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL SUPPLY COST $0.00 UNIT SUPPLY COST $0.00 SUPPLY MARKUP 12% --- $0.00 TOTAL SUPPLIES WITH MARKUP $0.00 $200.00 UNIT MAT.COST $8.00 SUBCONTRACT QUANTITY UNIT PRICE AMOUNT MATERIAL MARKUP 12% $24.00 Saw Cutting - 0.5 LS $400.00 $200.00 TOTAL MATERIAL WITH MARKUP $224.00 HAUUNG TOTAL SUBCONTRACT COST $200.00 CYS LOADS HOURS RATE AMOUNT IUNIT SUBCONTRACT COST 8' Disposal 1 $100.00 $100.00 SUBCONTRACT MARKUP-1ST$3,000 _ 10% $20.00 SUBCONTRACT MARKUP REMAINDER 7% $0.00 TOTAL SUBCONTRACTWITH MARKUP $220.00 DAYS TRUCKS HOURS RATE Hauling 1 2 105 $210.00 TOTAL COSTS WITH MARKUPS $886.88 BOND I 0.55% $4.88 TOTAL HAUL COST $310.00 INSURANCE 0.03085% $0.27 UNIT HAUL COST $12.40 BOND AND INSURANCE MARKUP 10% $0.52 HAUL MARKUP 12% $37.20 TOTAL HAUL WITH MARKUP _ $347.20 FINAL COST $892.55 UNIT COST $35.70 DATE: September 04,2018 Jeremy L.Books,PE,CPESC Construction Department Manager Butler,Fairman&Seufert,Inc. 8450 Westfield Blvd.,Suite 300 Indianapolis,IN 46240-8302 Re: EWA 13— Added 12"Pipe Structure,Drive at Sta.49+66,Ln"PR-C" Morphey Construction,Inc.was directed to install a 12"Pipe Structure across the dive located at Sta.49+66,Ln"PR-C". This work requires saw cutting the existing drive,removing the existing concrete drive,removing the existing 12"CMP,installing new 12"RCP, installing 2 PES,installing subgrade treatment type II,installing PCCP for approaches 6",and restoration. We have identified the following summary of estimated work: Item No.0008—Pavement Removal 36 SYS @$20.00/SYS Totaling:$720.00 Item No.0011—Subgrade Treatment,Type II 36 SYS @$16.00/SYS Totaling:$576.00 Item No.0016—PCCP for Approaches,6" 36 SYS @$61.00/SYS Totaling:$2,196.00 Item No.0036—Pipe,12" 16 LFT @$53.00/LFT Totaling:$848.00 Item No.0053—12"End Section 2 EACH @$1800.00/EACH Totaling:$3,600.00 EWA 13a—Pipe Removal 25 LFT @$35.00/LFT Totaling:$875.00 Total Increase to our Contract:$8,815.00 This work adds 3 work days to our controlling operation. Morphey Construction Inc.would request 4 calendar days to be added to our Contract's substantial and final completion dates for this additional work. Please see attached cost summary for unit price backup. If you need any additional information,please let us know. Sincerely, Morphey Construction/ Inc. CIL v. Gli72E�� 77 Jason Umlauf (� Project Manager p.1-317-356-9250 m.1-317-766-3951 1499 N Sherman Drive Equal Opportunity Employer Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.356.9253 www.morpheyconstruction.com September 04,2018 MORPHEY CONSTRUCTION Jeremy L.Books,PE,CPESC Construction Department Manager Butler,Fairman&Seufert,Inc. 8450 Westfield Blvd.,Suite 300 Indianapolis,IN 46240-8302 Re: EWA 12— Additional Clearing of Right of Way,Line"PR-C" Additional Clearing of R/W was requested by The City of Carmel along Line"PR-C". Morphey Construction,Inc.(MCI)was directed to complete these removals and track T&M costs. In light of the above,Morphey Construction,Inc.would like to add the following work items to our contract at the stated unit price: EWA 12a—Line"PR-C"Clearing,08-28-18 1 LS @$4,435.71/LS Totaling:$4,435.71 EWA 12b—Line"PR-C"Clearing,09-04-18 1 LS @$3,286.88/LS Totaling:$3,286.88 Total Increase to our Contract:$7,722.59 This work delayed our controlling operation by^'2 work day. Morphey Construction Inc.would like to add 2 calendar day to our Contract's substantial and final completion dates for this added work. Please see attached cost summary for your records. If you need any additional information,please let us know. Sincerely, Morphey Construction Inc. 7j7 Jason Umlauf (/ Project Manager p.1-317-356-9250 m.1-317-766-3951 1499 N Sherman Drive Equal Opportunity Employer Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.356.9253 www.morpheyconstruction.com MORPHEY CONSTRUCTION INC.-COST SUMMARY CONTRACT: 16-ENG-73 ITEM NO.: EWA 12a (QTY: I 11LS 'DATE: I 8/28/2018 DISCRIPTION: Shelborne Rd.and 96th Street Trails ITEM NAME: Additional Tree Removals NUM LABOR+FRINGE ST OT DT RATE AMOUNT EQUIPMENT HOURS RATE AMOUNT 1 Clint Griffith 8 3.5 HOURS@ $53.26 PER HR $705.70 Pickup 10.5 HOURS@ $20.00 PER HR $210.00 1 Jarry Jarvis 8 3.5 HOURS@ $40.88_PER HR $541.66 Backhoe 10.5'HOURS@ $43.13 PER HR $452.87 _ HOURS@ _ PER HR $0.00 Tandem Axle Dump 10.5 HOURS@ $55.00 PER HR $577.50 HOURS@ PER HR $0.00 Stump Grinder(1 Day Rental) 8 HOURS@ $48.00 PER HR $384.00 HOURS@ PER HR $0.00 Chipper(1 Day Rental) 8 HOURS@ $47.61 PER HR $380.88 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00' HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PERHR $0.00 HOURS@ PERHR $0.00 NO.OF DAYS HOURS@ PER HR $0.00 HRS WORKED/DAY TEAMSTER MOB 0 HOURS@ $0.00 $0.00 LOWBOY HOURS@ PER HR $0.00 TOTAL LABOR $1,247.36 TOTAL EQUIPMENT $2,005.25 UNIT COST LABOR $1,247.36 . ' I UNIT COST EQUIP $2,005.25 MARKUP ON LABOR 20% $249.47 EQUIPMENT MARKUP 12% $240.63 WORKMANSCOMP 11.65% _ $145.32 TOTAL EQUIPMENT WITH MARKUP $2,245.88 UNEMPLOYMENT 10.9% $135.96 - SOCIAL SECURITY TAX 7.65% $95.42 MARKUP ON WC,UEC,SS TAX 20% $75.34 SUPPLIES QUANTITY UNIT COST AMOUNT TOTAL LABOR WITH MARKUP 1,9 Large Chain Saw 1.00 Day 58.00 $58.00 Small Chain Saw 1.00 Day 72.00 $72.00 $0.00 MATERIAL TYPE QUANTITY UNIT COST AMOUNT $0.00 _ $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL SUPPLY COST $130.00 UNIT SUPPLY COST $130.00 SUPPLY MARKUP 12% $15.60 TOTAL SUPPLIES WITH MARKUP $145.60 $0.00 UNIT MAT.COST - $0.00 SUBCONTRACT QUANTITY UNIT PRICE AMOUNT MATERIAL MARKUP - 12% $0.00 TOTAL MATERIAL WITH MARKUP $0.00 HAULING TOTAL SUBCONTRACT COST $0.00 CYS LOADS HOURS RATE AMOUNT (UNIT SUBCONTRACT COST 0 Disposal 2 $30.00 $60.00 SUBCONTRACT MARKUP-1ST$3,000 10% $0.00 SUBCONTRACT MARKUP REMAINDER 7% $0.00 TOTAL SUBCONTRACTWITH MARKUP $0.00 DAYS TRUCKS HOURS RATE Hauling $0.00 TOTAL COSTS WITH MARKUPS $4,407.55 BOND 0.55% $24.24 TOTAL HAUL COST - $60.00 INSURANCE I 0.03085% $1.36 UNIT HAUL COST _ $60.00 BOND AND INSURANCE MARKUP 10% $2.56 HAUL MARKUP 12% $7.20 TOTAL HAUL WITH MARKUP - FINAL COST . _ UNIT COST $4,435.71 DATE: IIIII IIIII I II II Page 1 of 1 ---cRUNyON Status: Closed 410 West Carmel Drive Invoice#: 488691-1 Et�UIPMENT KENTAL Cannel,IN 46032 Invoice Date: Tue 9/4/2018 www.runyonrental.com Date Out: Tue 9i 4I2018 6:52AM 1 800 276 Tool(8665) 317-566-8888 Phone "Don't be s tool-Rent one" 317-566-2990 Fax Operator: Cassie Bradford Customer#: 3977 C Terms: On Account MORPHEY CONSTRUCTION,INC. 317-366.9250 Phone 317.366-92.• ax 1499 NORTH SHERMAN DR. INDIANAPOLIS,IN 46201-1515 'O It: 3060 Open Monday-Friday 7:00am-5:30pm,Saturd 7:00am-4:30p ' nda 9:O0am-3:00pm Picked up by: BOWLES, KYLE D Salesman:NONE Qty Key Items Returned Date Status Each Price 1 512710004 STUMP CUTTER 67HP 4 WHEELS Tue 9/4/2018 1:03PM Returned $350.00 $350.00 Meter Out:652.2 Meter In:652.2 Total hours on meter:0.0 4Hrs$300.00 1day 6350.00 lweek$1,400.00 4weeks$4,200.00 CUSTOMER IS TOTALLY LIABLE FOR TIRE REPAIR,PLEASE CHECK TIRES PRIOR TO LEAVING LOT X EQUIPMENT IS FOR LOCAL RENTAL.ONLY 25 MILE RADIUS FROM OUR STORE YOU ARE RESPONSIBLE FOR RETURN AND/OR RECOVERY X CUSTOMER IS TOTALLY LIABLE FOR BROKEN BELT THE REPLACEMENT COST IS$225 X CUSTOMER IS RESPONSIBLE FOR ANY BROKEN OR MISSING CUTTER TEETH""CUTTER TEETH ARE 17.95 EACH"" X 1 5058#0005 CHIPPER 15"TOWABLE Tue 9/4/2018 10:01AM Returned $300.00 $300.00 Meter Out:402.7 Meter In:402.7 Total hours on meter:0.0 4Hrs$300.00 1day$350.00 lweek$1,400.00 4weeks$4,200.00 CUSTOMER IS RESPONSIBLE FOR CLUTCH DAMAGE ON MACHINE.X CUSTOMER RESPONSIBLE FOR CLOGGED MACHINE DO NOT RUN VINES OR WET WOOD THROUGH CHIPPER X CUSTOMER IS TOTALLY LIABLE FOR TIRE REPAIR,PLEASE CHECK TIRES PRIOR TO LEAVING LOT EQUIPMENT IS FOR LOCAL RENTAL ONLY 26 MILE RADIUS FROM OUR STORE YOU ARE RESPONSIBLE FOR RETURN AND/OR RECOVERY X Thank You for your Business Contract Signature: BOWLES,KYLE D • Date:09/04/2018 Modification #1 Rental Contract Rental: $850.00 You understand that:(a)it is unauthorized for me to lend the Rented Item(s)to any other person;(b)THE RENTED ITEM(S) IS/ARE FULL OF FUEL AND MUST BE RETURNED AS SUCH OR ADDITIONAL CHARGES WILL APPLY(c)use of alternative fuels(a g.Biodiesel,E85,etc)in Rented Items)is prohibited end you are responsible for all damages end repairs resulting from alternative fuel;(d)no electrical tools are supplied with safely grounded plugs for use in grounded outlets(except for double-insulated safety-approved tools),and you ere responsible for not cutting off the ground lug;(d)Runyon is authorized to charge my debit or credit card for all amounts coming due hereunder,including for damage to the Rented Item(s)which is discovered after the Rented Item(s)have been returned;and(e)labor rate Is charged at$85 00 per hour X (Initial) I have been instructed end demonstrated on the safe and proper operation of the above equipment,and I fully underoland those instructions X (Initial) I have provided Runyon with proof of insurance(insurance that covers all damage to or loss of Equipment)and am declining the Subtotal: $650.00 Equipment Protection Plan(Damage Waiver)as described on the back of this Contract x (Initial) The undersigned has carefully reed and fully understands the Terms and Conditions on the back of this Contract and personally guarantees the Customer's prompt payment and performance of its obligations arising under this Contract. Printed Name Indiana Sales Tax: $45.50 Total: $695.50 Paid: $0.00 Signature: BOWLES,KYLE D Amount Due: $895.60 J MORPHEY CONSTRUCTION INC.-COST SUMMARY CONTRACT: 16-ENG-73 ITEM NO.: EWA 12b IQTY: I 1(LS 'DATE: I 9/4/2018 DISCRIPTION: Shelborne Rd.and 96th Street Trails ITEM NAME: Additional Tree Removals NUM LABOR+FRINGE ST OT DT RATE AMOUNT EQUIPMENT HOURS RATE AMOUNT 1 Clint Griffith 8 HOURS@ $53.26 PER HR $426.08 Pickup 8 HOURS@ $20.00 PER HR $160.00 1 Jarry Jarvis 8 HOURS@ $40.88 PER HR $327.04 Backhoe 8 HOURS@ $43.13 PER HR $345.04 HOURS@ PER HR $0.00 Tandem Axle Dump 8 HOURS@ $55.00 PER HR 5440.00 HOURS@ PER HR $0.00 Stump Grinder(1 Day Rental) 8 HOURS@ $46.59 PER HR $372.72 HOURS@ PER HR $0.00 Chipper(4 Hr Rental) 8 HOURS@ $40.34 PER HR $322.72 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 _ HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 _ HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 NO.OF DAYS HOURS@ PER HR $0.00 HRS WORKED/DAY TEAMSTER MOB 0 HOURS@ $0.00 $0.00 LOWBOY HOURS@ PER HR $0.00 TOTAL LABOR $753.12 TOTAL EQUIPMENT $1,640.48 UNIT COST LABOR $753.12 I UNIT COST EQUIP $1,640.48 MARKUP ON LABOR 20% $150.62 EQUIPMENT MARKUP 12% $196.86 WORKMANS COMP 11.65% $87.74 TOTAL EQUIPMENT WITH MARKUP $1,837.34 UNEMPLOYMENT 10.9% $82.09 . SOCIAL SECURITY TAX 7.65% $57.61 MARKUP ON WC,UEC,SS TAX 20% $45.49 SUPPLIES QUANTITY UNIT COST AMOUNT TOTAL LABOR WITH MARKUP _ $1,176.67 Large Chain Saw 1.00 Day 58.00 $58.00 Small Chain Saw 1.00 Day 72.00 $72.00 $0.00 MATERIAL TYPE QUANTITY UNIT COST AMOUNT $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL SUPPLY COST $130.00 UNIT SUPPLY COST $130.00 SUPPLY MARKUP 12% $15.60 TOTAL SUPPLIES WITH MARKUP $145.60 $0.00 UNIT MAT.COST $0.00 SUBCONTRACT QUANTITY UNIT PRICE AMOUNT MATERIAL MARKUP 12% $0.00 TOTAL MATERIAL WITH MARKUP $0.00 HAULING . TOTAL SUBCONTRACT COST $0.00 CYS LOADS HOURS RATE AMOUNT 'UNIT SUBCONTRACT COST 0 Disposal 2 $30.00 $60.00 SUBCONTRACT MARKUP-1ST$3,000 10% $0.00 1 $35.00 $35.00 SUBCONTRACT MARKUP REMAINDER 7% $0.00 TOTAL SUBCONTRACTWITH MARKUP $0.00 DAYS TRUCKS HOURS RATE Hauling $0.00 TOTAL COSTS WITH MARKUPS $3,266.01 BOND 0.55% $17.96 TOTAL HAUL COST $95.00 INSURANCE 0.03085% $1.01 UNIT HAUL COST $95.00 BOND AND INSURANCE MARKUP 10% $1.90 HAUL MARKUP 12% $11.40 TOTAL HAUL WITH MARKUP 5106.40 FINAL COST $3,286.88 I UNIT COST $3,286.88 DATE: Tiffany Lawn & Garden Supply PAGE NO 1 4931 Robison Rd. .II- y y Indianapolis, IN 46268 3172284900 LAWN & GARDEN SUPPLY. INC. Please leave us a google review if you had a great expenence or call us. CUSTNO: JOB NO: PURCHASE ORDER: I REFERENCE: TERMS: CLERK: DATE ITIME: 796080 000 3081 �PO#3081d NET 30 CORT 8/28/18 12:89 DUE DATE.9/27/18 TERMINAL: 556 SOLD TO: SHIP TO: MORPHEY CONSTRUCTION 1499 N.SHERMAN DR INDIANAPOLIS IN 46201 TAX:999 NON TAXABLE SALES 317-356-9250 INVOICE: 22903 /1 LINE SHIPPED ORDERED UM SKU DESCRIPTION SUGG UNITS PRICE! PER EXTENSION 2 1 1 EA TIP FEE CLEAN TREE CHIPS TIP FEE 1 35.00 /EA 35.00 N I TAXABLE 0.00 SUBTOTAL 35.00 NON-TAXABLE 35.00 (JERRY) SUBTOTAL 35.00 'AMOUNT CHARGED TO STORE ACCOUNT'" 35.00 TAX AMOUNT 0.00 I 111111111 liii 1111111101111II IllUll TOTAL 35.00 TOT WT:0.00 40-44-6 Received By N\ Tiffany Lawn & Garden Supply PAGE NO 1 4931 Robison Rd. IF , V Indianapolis, IN 46268 1 3172284900 LAWN & GARDEN SUPPLY, INC. Please leave us a google review if you had a great experience or call us. CUST NO: JOB ND: PURCHASE ORDER:\ REFERENCE TERMS: CLERK: DATE/TIME: 795080 000 3081 ` 3061 NET 30 ALE 8/28/18 3:38 DUE DATE:9/27/18 TERMINAL:557 SOLD TO: SHIP TO: MORPHEY CONSTRUCTION 1499 N.SHERMAN DR INDIANAPOLIS IN 46201 TAX:999 NON TAXABLE SALES 317-356-9250 INVOICE: 22917 /1 LINE SHIPPED ORDERED UM SKU DESCRIPTION SUGG UNITS PRICE/ PER EXTENSION 1 1 EA TIP FEE CLEAN TREE CHIPS TIP FEE 1 35.00 /EA 35.00 N TAXABLE 0.00 SUBTOTAL 35.00 NON-TAXABLE 35.00 (JERRY) SUBTOTAL 35.00 AMOUNT CHARGED TO STORE ACCOUNT** 35.00 TAX AMOUNT 0.00 I 11111III .IIIIIIII11101111111111111111111111 MIIII TOTAL 35.00 TOT WT: 0.00 X� V� L— Received By MORPHEY CONSTRUCTION INC.-COST SUMMARY CONTRACT: 16-ENG-73 ITEM NO.: EWA 166 IQTY: I 1lls (DATE: I 10/17/2018 DISCRIPTION: Shelborne Rd.and 96th Street Trails ITEM NAME: Inlet Casting Modifications and Concrete Removal NUM LABOR+FRINGE ST OT DT RATE AMOUNT EQUIPMENT HOURS RATE AMOUNT 1 Foreman 2 HOURS@ $47.82 PER HR $95.64 Pickup 2 HOURS@ $20.00 PER HR $40.00 1 Operator 4 HOURS@ $54.26 PER HR $217.04 Excavator 4 HOURS@ $68.75 PER HR $275.00 2 Laborer 4 HOURS@ $38 88 PER HR $311.04 Loader 4 HOURS@ $56.25 PER HR $225.00 HOURS@ PER HR $0.00 Air Compressor 4 HOURS@ $30.00 PER HR $120.00 HOURS@ PER HR $0.00 Jack Hammer 4 HOURS@ $9.00 PER HR $36.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 _HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 NO.OF DAYS HOURS@ _PER HR $0.00 HRS WORKED/DAY TEAMSTER MOB 0 HOURS@ $0.00' $0.00_ LOWBOY HOURS@ PER HR $0.00 TOTAL LABOR $623.72 TOTAL EQUIPMENT $696.00 UNIT COST LABOR $623.72 I UNIT COST EQUIP $696.00 MARKUP ON LABOR 20% $124.74 EQUIPMENT MARKUP 12% $83.52 WORKMANS COMP 11.65% $72.66 TOTAL EQUIPMENT WITH MARKUP _ $779.52 UNEMPLOYMENT 10.9% $67.99 SOCIAL SECURITY TAX 7.65% $47.71 MARKUP ON WC,UEC,SS TAX 20% $37.67 _ SUPPLIES QUANTITY UNIT COST AMOUNT TOTAL LABOR WITH MARKUP $974.49 $0.00 $0.00 $0.00 MATERIAL TYPE QUANTITY UNIT COST AMOUNT $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL SUPPLY COST $0.00 'UNIT SUPPLY COST $0.00 SUPPLY MARKUP 12% $0.00 TOTAL SUPPLIES WITH MARKUP $0.00 $0.00 UNIT MAT.COST $0.00 SUBCONTRACT QUANTITY UNIT PRICE AMOUNT MATERIAL MARKUP 12% $0.00 $0.00 TOTAL MATERIAL WITH MARKUP $0.00 HAUUNG TOTAL SUBCONTRACT COST $0.00 CYS LOADS HOURS RATE AMOUNT ]UNIT SUBCONTRACT COST 0 Disposal $0.00 SUBCONTRACT MARKUP-1ST$3,000 10% $0.00 SUBCONTRACT MARKUP REMAINDER 7% $0.00 TOTAL SUBCONTRACTWITH MARKUP $0.00 DAYS TRUCKS HOURS RATE Hauling $0.00 TOTAL COSTS WITH MARKUPS $1,754.01 BOND 0.55% $9.65 TOTAL HAUL COST $0.00 INSURANCE 0.03085% $0.54 UNIT HAUL COST $0.00 BOND AND INSURANCE MARKUP 10% $1.02 HAUL MARKUP 12% $0.00 TOTAL HAUL WITH MARKUP $0.00 FINAL COST $1,765.22 I UNIT COST $1,765.22 DATE: • If you need any additional information,please let us know. Sincerely, 9a4.&x, Morphey Consttruction Inc. Jason Umlauf Project Manager p.1-317-356-9250 m.1-317-766-3951 1499 N Sherman Drive Equal Opportunity Employer Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.356.9253 www.morpheyconstruction.com .� • Tiffany Lawn & Garden Supply PAGE NO 1 4931 Robison Rd. IF 1 Indianapolis, IN 46268 LAWN x 3172284900 GARDEN SUPPLY. INC:. - Please leave us a google review if you _ had a_great eperience or call us. i GUANO: 1o1NCI; FUltta#1AiQORDER: fEREhIGE TERMS: CLERK: DATE tTIME: 795080 coo 3060 'PQ#3060 i NET 30 FQUIROZ 9/4/18 12:11 DUE DATE: 10/4/18 TERMINAL:556 SOLD TO: SNIP TO: MORPHEY CONSTRUCTION 1409 N.SHERMAN DR INDIANAPOLIS IN 46201 SALESPERSON:03 FRANK QUIROZ TAX:999 NON TAXABLE SALES 317-356-9250 INVOICE: 23071 /1 LINE SHIPPED ORDERED UM SKU DESCRIPTION SUGG UNITS PRICE/ ,PER EXTENSION 1 1 1 EA TIP WOOD WOOD&BRUSH TIP FEE 1 30.00 /EA 30.00 N RE PRINT TAXABLE 0.00 SUBTOTAL 30.00 NON-TAXABLE 30.00 (CLINT) SUBTOTAL 30.00 ""AMOUNT CHARGED TO STORE ACCOUNT.. 30.00 TAX AMOUNT 0.00 11111111111111111111111111111M11111111 I IIIII II II 1111 TOTAL 30.00 TOT WT:0.00 ---��� Received By V/AU i Attachment " D " Tiffany Lawn & Garden Supply PAGE NO 1 4931 Robison Rd. 111 ANY Indianapolis, IN 46268 LAWN a 3172284900 GARDEN SUPPLY, INC. Please leave us a google review if you had a9reat experience or call us. lOUST N0: JOB NO:-PURCHASE ORDER: REEERENCE:' TERMS: CLERK: DATE t TIME: 795080 000 3060 PO#30880 NET 30 CORT 9/4/18 0.31 — DUE DATE: 10/4/18 TERMINAL:556 SOLO TO: SHIP TO: MORPHEY CONSTRUCTION 1499 N,SHERMAN DR INDIANAPOLIS IN 46201 TAX:999 NON TAXABLE SALES 317-356-9250 INVOICE:23058 /1 LINE SHIPPED ORDERED UM SKU DESCRIPTION SUGG UNITS PRICE/ PER EXTENSION 1 1 1 EA TIP FEE CLEAN TREE CHIPS TIP FEE 1 35.00 /EA 35,00 N REPRINT TAXABLE 0.00 SUBTOTAL 35.00 NON-TAXABLE 35.00 (CLINT) SUBTOTAL 35.00 AMOUNT CHARGED TO STORE ACCOUNT" 35.00 TAX AMOUNT 0.00 111111111111i11111111111111IIIIIII 111111111111111111 TOTAL 35.00 TOT VYT:0.00 X �-rJ ecelvei3 I3y Tiffany Lawn & Garden Supply PAGE NO 1 4931 Robison Rd. • 1 I 1 AN V Indianapolis, IN 46268 LAWN A 3172284900 GARDEN SUPPLY, INC. Please leave us a google review if you had a great experience or call us. GUST NO JOSNO: PURCHASE ORDER: R ERENCE:1795080 000 30TERMS: CLERK: DATErtt1AH 64 PO#3064 NET 30 CORT 914118 10:43 \`-,- DUE DATE.10/4/18 TERMINAL:556 SOLD TO: SHIP TO: - MORPHEY CONSTRUCTION 1499 N.SHERMAN OR INDIANAPOLIS IN 46201 TAX:999 NON TAXABLE SALES 317-356-9250 INVOICE: 23063 /1 LINE SHIPPED ORDERED UM SKU DESCRIPTION SUGG UNITS PRICE! PER EXTENSION 1 1 1 EA TIP WOOD WOOD&BRUSH TIP FEE 1 30,00 /EA 30.00 N PRII1T TAXABLE 0.00 SUBTOTAL 30.00 NON-TAXABLE 30.00 (TYRON) SUBTOTAL 30.00 *"AMOUNT CHARGED TO STORE ACCOUNT*" 30.00 TAX AMOUNT 0.00 III 111111IIIIIIIIIIIIIHIl111111111 1111111111111 II liiiIII TOTAL 30.00 TOT WT:0.00 X - f--- -1, ecelved by „ 3 „ uowqe }4`d 4> r t-f-4 November 20,2018 Jeremy L.Books,PE,CPESC Construction Department Manager Butler,Fairman&Seufert,Inc. 8450 Westfield Blvd.,Suite 300 Indianapolis,IN 46240-8302 Re: EWA 14— Added 24"PCB,Sta.26+40,Ln"PR-B" 11-06-18 e-mail-Added stand pipe.Sta.26+40. Dear Mr.Books, Morphey Construction,Inc.was directed to install a 24"PCB at Sta.26+40,Ln"PR-B"to improve local drainage. Using existing items,the following work items and quantities will cover our costs to install this added work: EWA 0014a—Existing Quantity Overruns Item No.0036—PIPE,12" 10 LFT @$53.00/LFT Totaling:$530.00 Item No.0039—PIPE,24" 3 LFT @$85.00/LFT Totaling:$255.00 Item No.0050—REPLACE CASTING 1 EACH @$1,000.00/EACH Totaling:$1,000.00 Item No.0175—STRUCTURE MODIFICATION,20"DIA.CORE 1 EACH @$415.14/EACH Totaling:$415.14 Total Increase to our Contract:$2,200.14 This work adds 1 work day to our controlling operation. Morphey Construction Inc.would request 1 calendar days to be added to our Contract's substantial and final completion dates for this additional work. If you need any additional information,please let us know. Sincerely, 9azeif.Morphey Construction Inc. Jason Umlauf Project Manager p. 1-317-356-9250 m.1-317-766-3951 1499 N Sherman Drive Equal Opportunity Employer Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.356.9253 www.morpheyconstruction.com Attachment " F " November 20,2018 Jeremy L.Books,PE,CPESC MDRPHEY Construction Department Manager CONSTRUCTION Butler,Fairman&Seufert,Inc. 8450 Westfield Blvd.,Suite 300 Indianapolis,IN 46240-8302 Re: EWA 15— Added 12"PCB,Sta.18+00,Ln"PR-C" Dear Mr.Books, Morphey Construction,Inc.was directed to install a 12"PCB at—Sta.18+00,Ln"PR-C"to improve local drainage. We encountered the following additional scope: 12"PCB(1 Stick of 12"RCP) 1 EACH 12"SDR 35 ''30-40 LFT 12"SDR 35 45 Bends(2 LFT per EA) 2 EACH 12"Casting 1 EACH Core 1 EACH Using existing items,we believe following work items and quantities will cover our costs to install this added work: EWA 0015a—Existing Quantity Overruns Item No.0036—PIPE,12"(12"PCB) 8 LFT @$53.00/LFT Totaling:$424.00 Item No.0036—PIPE,12"(12"SDR 35) 30 LFT @$53.00/LFT Totaling:$1590.00 Item No.0036—PIPE,12"(2 EA-45 Bends) 4 LFT @$53.00/LFT Totaling:$212.00 Item No.0050—REPLACE CASTING 1 EACH @$1,000.00/EACH Totaling:$1,000.00 Item No.0175—STRUCTURE MODIFICATION,20"DIA.CORE 1 EACH @$415.14/EACH Totaling:$415.14 Total Increase to our Contract:$3,641.14 This work adds 1 work day to our controlling operation. Morphey Construction Inc.would request 1 calendar days to be added to our Contract's substantial and final completion dates for this additional work. If you need any additional information,please let us know. Sincerely, Morphey Construction/ Inc. 9a.a.frL �. GI�yLE Jason Umlauf (� Project Manager p.1-317-356-9250 m.1-317-766-3951 1499 N Sherman Drive Equal Opportunity Employer Indianapolis,IN 46201-1515 ph: 317.356.9250 fx: 317.356.9253 www.morpheyconstruction.com Attachment "G " November 20,2018 Jeremy L.Books,PE,CPESC Construction Department Manager MORPHEY Butler,Fairman&Seufert,Inc. CONSTRUCTION 8450 Westfield Blvd.,Suite 300 Indianapolis,IN 46240-8302 Re: EWA 16— Added Removal at Drives located at Sta.11+48&15+45,Ln"PR-A" Dear Mr.Books, Morphey Construction,Inc.encountered the following additional scope changes: 1.) Location:Drive at Sta.11+48,Ln"PR-A" Added Scope: Milling Est.50 SYS* Pavement Removal(Additional) Est.20 SYS* Curb Removal Est.12 LFT* Casting Modifications Est.2 EACH** Concrete Removal/Jackhammering Est.1 LS** 2.) Location:Drive at Sta.15+45,Ln"PR-A" Added Scope: Pavement Removal(Drive) Est.37 SYS* Subgrade Treatment Type II Est.37 SYS* PCCP for Approaches 6 in.(Drive) Est.37 SYS* Using existing items,we believe following work items and quantities will cover our costs to install this added work: EWA 0016a—Existing Quantity Overruns Item No.0008—Pavement Removal ^'57 SYS @$20.00/SYS* Totaling:$1,140.00 Item No.0011—Subgrade Treatment,Type II —37 SYS @$16.00/SYS* Totaling:$592.00 Item No.0012—HMA Milling,1.5" —50 SYS @$11.00/SYS* Totaling:$550.00 Item No.0016—PCCP for Approaches,6" —37 SYS @$61.00/SYS* Totaling:$2,257.00 Item No.0134—Curb&Gutter,Remove... ^'12 LFT @$25.00/SYS* Totaling:$300.00 *Actual quantities will be field measured and paid for. Quantities above are only estimates Total Increase to our Contract:TBD(Est.$4,839.00) EWA 16b—Inlet Casting Modification and Concrete Removal 1 LS @$1,765.00/LS** (See Attached Cost Summary) Item No.0175—Structure Modification,20"Dia.Core 2 EACH @$415.14/EA*** Totaling:$830.28 Item No.0004—Excavation,Common 23 CYS @$40.00/CYS*** Totaling:$920.00 **T&M costs for work performed on 10-17-18 ***Suggested existing Item overruns Total Increase to our Contract:$1,750.28 This work adds 3-4 work days to our Contract's controlling operation. Morphey Construction Inc.would request 4 calendar days to be added to our Contract's substantial and final completion dates for this additional work. 1499 N Sherman Drive Equal Opportunity Employer Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.356.9253 www.morpheyconstruction.com Attachment " H " November 27,2018 Jeremy L.Books,PE,CPESC Construction Department Manager Butler,Fairman&Seufert,Inc 8450 Westfield Blvd.,Suite 300 Indianapolis,IN 46240-8302 Re: Contract 16-ENG-73—Shelborne and 96"Street Trails Notice of Delay due to Inclement Weather,11-27-18 Reference: Workable Day Summaries—September 2018(Attached) Workable Day Summary—October 2018(Attached) Workable Day Summary—November 2018(Attached) Dear Mr.Books, Morphey Construction,Inc.(MCI)would like to put the City of Carmel on a Notice of Delay due to inclement weather experienced during September,October and currently in November. On 08-28-18,we provided an updated project schedule included in Submittal No.26. Since this submittal,our controlling operation has primarily been dirt and stone grading in preparation for HMA paving. A goal of 10-15-18 was initially set for this paving. On 10-18-18 Intermediate HMA was installed on"PR-C"and on 11-12-18 the remainder of the intermediate was placed on Lines "PR-A","PR-8"and"PR-S-1-A". Post intermediate paving,our controlling operation has been HMA Surface and finish grading. This fall has produced above average rain events that have delayed our HMA paving goals and subsequent finish grading activities. Additionally, Cold weather moved in much earlier this fall and it is currently preventing HMA surface from being installed. The rain events experienced while grading dirt and stone not only stopped work on the actual days experiencing rainfall,they also prevented work on our controlling operation several days after until the soils could become dry enough to work. MCI continued to work on non-controlling activities during these periods and also worked Saturdays to optimize the dry periods. We also donated millings to be used as borrow to help dry and protect the grade. Despite our efforts to reduce these inclement weather delays,our controlling operation still experienced significant delays. Please see attached for our summaries of workable days during the months of September,October and November of 2018. According to Section 101.02 of INDOT's standard specifications,the following normal inclement weather days are expected: September 5 Days October 6 Days November 12 Days Unfortunately,we have experienced inclement weather days above these expected normal allowances. Please see the following comparison and resulting delays: Month Expected Experienced Delays September 5 10 5 October 6 16 10 November" 12 24 12 *September data is incomplete and is based on partial data assuming the 28,29,&301h are not workable for HMA surface installation We started experiencing above normal inclement weather delays in August of 2018 and the rain events have continue to remain persistent through the fall. As soon as the project site would dry up enough to work on the dirt grade,anther substantial rain event would hit. In reference to the above,MCI is requesting 27 additional calendar days to be added to our Contract's completion dates for the inclement weather delays experienced from 09-01-18 through 11-30-18. Sincerely, Morphey Construrcttiion,Inc. 9a46'0„, il t Jason Umlauf Project Manager p.1-317-356-9250 m.1-317-766-3951 1499 N Sherman Drive Equal Opportunity Employer Indianapolis,IN 46201-1515 ph: 317.356.9250 fx: 317.356.9253 www.morpheyconstruction.com • Morphey Construction,Inc Workable Day Summary-Seitember 2018 Hours Workable on Contolling Operation Date Day Hours Worked Precipitation(in) Work Activity Notes on Controlling Operation 9/1/2018 Saturday 0 0 0.04 Holiday No work due to Holiday 9/2/2018 Sunday C 0 Holiday No work due to Holiday 9/3/2018 Monday C 0 Holiday No work due to Holiday l 9/4/2018 Tuesday 10 10 Grading•Line"PR-C',"PR-S-1-A",Water-Line"PR-B" 9/5/2018 Wednesday 10 10 Grading-Line"PR-C","PR-S-1-A",Water-Line"PR-B" 9/6/2018 Thursday 10 10 Grading-Line"PR-C',"PR•S•1-A",Water-Line"PR-8" 9/7/2018 Friday 10 10 2.62 Grading-Lire"PR-C',"PR-S-i-A",Water•Line"PR-B" 9/8/2018 Saturday C 0 9/9/2018 Sunday 0 C 045' 9/10/2018 Monday 10 0 9/11/2018 Tuesday 1D 0 .,' --- -.''.':u�•- 9/12/2018 W'edresday 10 0 rying Soils,Work.,., 9/13/2018 Thursday 10 10 Grading•Lire"PR•C,"PR-S-1-A",Water•Lire"PR-B" 9/14/2C18 Friday 10 10 Grading-Lire"PR C" "PR-S-1-A",Water-Line"PR•B" 9/15/2018 Saturday 1D 10 Grading-Lire"PR-C","PR-S-1-A",Water•Lire"PR-B" Saturday Worked 9/16/2018 Sunday 0 10 Grading-Lire"PR-C","PR-S-1-A",Water•Lire"PR-B" No work on Sunday 9/17/2018 Monday 10 10 Grading-Lire"PR-C","PR-S-1-A",Water-Line"PR•B" 9/18/2018 Tuesday 10 10 Grading-Line"PR-C","PR•S-1-A",Water•Line"PR•B" 9/19/2018 Wednesday 1D - 10 Grading-Line"PR•C","PR•S-1-A",Water•Line"PR-B" • 9/20/2018 Thursday 10 10 Grading-Line"PR-C","PR-S-1-A",Water-Line"PR-B" 9/21/2018 Friday 10 10 Grading•Line"PR-C","PR-S-1-A",Water•Line"PR•B" — 9/22/2018 Saturday 10 10 Grading•Line'PR-C","PR-S-1-A",Water-Line"PR-B" Saturday Worked 9/23/2018 Sunday 0 - 10 Grading-Line"PR-C',"PR-S-1-A",water-Line"PR•9" No work on Sunday -9/24/2018 Monday 8 0 0.20 Or,-rig Soils,Wr"v=C or non-ca' To wet to wcrk gry('onbrl— " 9/25/2018 Tuesday B C 0.50 ''cils, ,r.contrw:., •:ct t;: 9/26/2018 Wednesday 10 - 0 - '-'troihr.,�;- 9/27/2018 Thursday 10 C Irolling ace 9/28/2018 Friday 10 0 , ,+ .,. <„,',i-.. x.<at;oSirr.i- 9/29/2018 Saturday 10 10 Grading•Line"PR-A","PR-B","PR-C",8 FR-S-1 v _Saturday Worked 9/30/2018 Sunday 0 10 Grading-Line"PR-A","PR-B","PR-C",8'PR-S-1-A" No work on Sunday Morphey Construction,Inc Workable DaLSummary-October 2018 Hours Workable an Contolling Operation Dote Day Hours Worked Precipitation lint Work Activity Notes on Controlling Operation 10/1/2018 Monday 10 10 Grading•Line"PR-A","PR•B","PR-C",&"PR-S-1-A" 10/2/2018 Tuesday 10 10 0.05 Grading-Line"PR-A","PR-8","PR-C",&"PR•S•1-A' 10/1/2018 Wednesday 10 10 Grading-Line"PR-A","PR-B","PR-C",&'PR-S•1-A" 10/4/2018 Thursday 10 0 0.24:':• to wet to- •'Cparatton 10/5/2018 Friday 0 0 0.97 ., ... to wet to -.g operation 10/6/2018 Saturday 0 0 0.60 No Work today due to ra•", To wet to siting Operation 10/7/2018 Sunday 0 0 Drying ,o-: -,r .,,..: to wet to ,at,on 10/8/2018 Monday 10 0 Drying ,'r.controlling act:vises To wet to:. ,ton 10/9/2018 Tuesday 10 0 9ry;ngSoit,Worn ea 4n non-controiling activaes to wet to woo.On Co.r tort 10/10/201B Wednesday 10 10 0.07 Grading•Line"PR-A",'PR-8"."PR-C",&"PR-5.1-A" 10/11/2018 Thursday 8 C ,. lv w, ,,an 10/12/201B Friday 8 C 0 05' ;nran 10/13/2018 Saturday 0 C 7per30,tan 10/14/2018 Sunday 0 C 10/15/2018 Monday 8 0 10/16/2018 Tuesday 10 10 Grading-Line"PR-A","PR-8","PR-C",&'PR S•1 A" 10/17/2018 Wednesday 10 10 Grading•Line"PR-A","PR•B","PR-C",&"PR-S-1•4" 10/18/2018 Thursday 10 10 Grading -Line"PR-A","PR-8","PR-C",&"PR•S-1•A" 10/19/2018 Friday 10 10 0.03 Grading•Line"PR-A","PR-B","PR-C",&"PR-S-1•A'• 10/20/2018 Saturday 10 10 Grading•Line"PR•A",'PR-8","PR-C",&"PR-S-1-A" Saturday Worked 10/21/2018 Sunday 0 10 Grading-Line'PR-A","PR•8","PR-C",&"PR-S-1-A" No work on Sunday 10/22/2016 Monday 10 10 Grading•Line'PR•A","PR•B",'PR-C",&"PR-S•1-A" 10/23/2018 Tuesday 10 10 Grading•Line"PR-A","PR•8","PR-C'-,&"PRS-1-A" 10/24/2018 Wednesday 10 10 Grading•Line"PR-A","PR-8","PR•C",&"PR-S-1-A" 10/25/2018 Thursday 10 10 Grading•one"PR•A","PR•13","PR•C",&"PR•S•1•A" 10/26/2018 Friday 0 0 0.43 • 10/27/2018 Saturday 0 0 „'rn w.¢^r Pa...o 10/28/2018 Sunday 0 0 ,^ion 10/29/2018 Monday 10 C ,,on 10/30/2015 Tuesday 10 10 Grading•Line"PR-A","PR•B","PR-C",FL -.t 10/31/2018 Wednesday 0 0 0,51 ,Vnrz on n,-'' orb or, ",,.'a;L.«cration Added EWA Time: 18 Calendar Days Inclement Weather Delays: 27 Calendar Days Given our Contract's current completion dates,we understand the following: Shelborne Road Trail,from Inverness Boulevard to 106"Street Substantial Completion:December 15,2017—Competed Shelborne Road Trail,from 96"Street to Inverness Boulevard Substantial Completion:December 15,2018+45 CDs 96"Street Trail from Michigan Road to Ditch Road Substantial Completion:December 15,2018+45 CDs Final Completion, all Sections:January 11,2019+45 CDs According to section 108.08 of the INDOT standard specifications: "If an extension of time on a calendar day contract or a calendar completion date contract extends the completion date past November 30,the days remaining after November 30 will be added to April 1,of the following year for the contract completion date..." Currently,we understand our Contract to now have the following completion dates: Shelborne Rood Trail,from Inverness Boulevard to 106"Street Substantial Completion:December 15,2017—Competed Shelborne Road Trail,from 96"Street to Inverness Boulevard Substantial Completion:May 31,2019 96`h Street Trail from Michigan Road to Ditch Road Substantial Completion: May 31,2019 Final Completion, all Sections:July 12,2019 In light of the above, Morphey Construction Inc. requests a time extension change order to modify our Contract's current completion dates as detailed above. MCI plans to continue working through the winter months as weather will allows. We do not anticipate any additional mobilization costs associated with this extension. However,there may be additional MOT sign rental/maintenance and temporary seed/straw costs incurred over the winter if needed. Please let us know if you have any questions or need any further information. Sincerely, Morp Construction Inc51a41-0fri . Jason Umlauf (/ Project Manager p. 1-317-356-9250 m. 1-317-766-3951 1499 N Sherman Drive Equal Opportunity Employer Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.35.9253 www.morpheyconstruction.com Attachment " I " Date BFS Controlling Operations Morphey Work Sub Work 9/8/2018 Trail Grading/Drives No Work 9/9/2018 Drives/Curb No Work Sunday(TS 6 Contract Book) 9/10/2018 Drives/Curb Milling along curb and patch area Natural pouring curb on PR-C _ 9/11/2018 Drives/Curb Milling along curb and patch area Natural pouring curb on PR-C 9/12/2018 Drives/Curb Paving 96th Street/Comp Agg Shelborne Natural setting string line Shelborne/Harmon pouring drives 9/25/2018 Grading Trail/Installing Curb Storm Str.On PRa Water main 9/25/2018 Grading Trail/Installing Curb Chlorinating Water Main 9/26/2018 Grading Trail/Installing Curb Removing Curb Shelborne/Storm Str.PR-A 9/27/2018 Grading Trail/Installing Curb Compacted Agg.PR-A/Adjusting Castings Harmon formed and poured ramps and curb at Shelbore and Ditch 9/28/2018 Grading Trail/Installing Curb Compacted Agg.PR-C/Sub Grade on PR-B Harmon poured curb on Shelborne and fromed Ramp Total Days September:4 INDOT SPEC:5 days Additional Days:0 10/4/2018 Grading Trail/Installing Drives Grading Drives PR-B/Short Side Serivce Install • 10/5/2018 Grading Trail/Installing Drives No Work "'•°" tril. "ngjo 10/6/2018 Grading Trail/Installing Drives Grading Drives on PR-B and A/SS Service install 10/7/2018 Grading Trail/Installing Drives No Work 10/8/2018 Grading Trail/Installing Drives No Work Sunday(TS 6 Contract Book) 10/9/2018 Grading Trail/Installing Drives Fine Grading trail PR-C/SS Service/Grading Drive PR-8 Harmon forming and pouring drives on PR-B and A 10/11/2018 Grading Trail/Installing Ramps Grading Ramps PR-A/SS Service Harmon forming Center Curb on PR-A 10/12/2018 Grading Trail/Installing Ramps SS Service/Grading Drive on PR{/Adjust Casting Shelborne 10/13/2018 Grading Trail/Installing Ramps No Work 10/14/2018 Grading Trail/Installing Ramps No Work Sunday(TS 6 Contract Book) 10/15/2018 Grading Ramps/SS Service Grading Ramps PR-A and Shelborne/5S Service Forming and Pourin:Ram•on Shelborne 10/26/2018 Grading Trail/Installing Ramps No Work 10/27/2018 Grading Trail/Installing Ramps No Work 10/28/2018 Grading Trail/Installing Ramps No Work Sunday(TS 6 Contract Book) 10/29/2018 Grading Trail/Installing Ramps 6"water connection/Grading Curb PR-A and B 10/31/2018 Grading Trail/Installing Ramps No Work Total Days October: 10 INDOT Spec:6 days Additional Days:4 11/1/2018 Grading Trail/Adjust Casting No Work11/2/2018 Grading Trail/Adjust Casting SS Service/Adjusting Castings PR-C and Shelborne- Hannon canrn and..wtir. s-a ..off•' 11/3/2018 Grading Trail/Installing Ramps Grading Ramps PR-C/Adjusting Castings PR-C and Shelborne t 11/4/2018 Grading Trail/Installing Ramps No Work Sunday(TS 6 Contract Book) 11/5/2018 Grading Trail/Installing Ramps Grading Trail and Ramps on PR-B/Stand Pipe 26,40 Harmon forming and pouring ramps on PR-B 11/6/2018 Grading Trail/Installing Ramps Grading Trail and Ramps on PR-B Harmon forming and pouring ramps on PR-B 11/13/2018 Grading Trail/Adjust Casting Adjusting Castings/Grading Ramps 106th/Placing Topsoil _. ,,, 11/14/2018 Grading Trail/Adjust Casting Adjusting Castings/Grading Ramps 106th/Placing Top Soil liar is t former and wing sidewalk andaant• 106th 11/15/2018 Grading Trail/Adjust Casting No Work "' "" 11/16/2018 Grading Trail/Adjust Casting Grading Trail PR-A/Adjusitng Casings PR-C and A No Work 11/17/2018 Grading Trail/Adjust Casting No Work 11/18/2018 Grading Trail/Adjust Casting No Work Sunday(TS 6 Contract Book) 11/19/2018 Grading Trial/Installing Ramps Grading Trail PR-A/Grading for Ramps 106th Harmon Forming and pouring ramps on 106th 11/20/2018 Grading Trail/Installing Ramps Grading Trail on PR-A/Grading Ramps on 106th Harmon Forming ramps on 106th/Poured Ramp on Shelborne 11/21/2018 Paving/Installing Ramps Excavation and Placing HMA for Structures 11/22/2018 Paving/Installing Ramps Holiday No Work(INDOT 108.08) Holiday No Work(INDOT 108.08) 11/23/2018 Paving/Installing Ramps Holiday No Work(INDOT 108.08) 11/24/2018 Paving/Installing Ramps Holiday No Work(INDOT 108.08) 11/25/2018 Paving/Installing Ramps Holiday No Work(INDOT 108.08) Holiday No Work(INDOT 108.08)/Sunday 11/26/2018 Paving/Installing Ramps No Work 11/27/2018 Paving/Installing Ramps Excavation and Placing HMA for Structures Harmon forming ramp and curb on PR-A/[nulling Detectable Warning Elements 11/28/2018 Paving/Installing Ramps Installing 6"drain pipe Irons Property 11/29/2018 Paving/Installing Ramps Cutting Swale PR{/Continued 6"drain pipe 111111e11111 11/30/2018 Paving/Installing Ramps Pouring concrete at Sanitary Adjustments/Grading Ramp Total Days November:14 INDOT Spec:12 days Additional Days:2 Total Additional Weather Days:6 Morphey Construction,Inc Workable Day Summary-November 2018 Hours Workable on Contolling Operation Date Day Hours Worked Precipitation(In) Work Activity Notes on Controlling Operation 11/1/2018 Thursday 0 U 11/2/2018 Friday 10 0 0"02, Ft asv� _... 11/3/2018 Saturday 8 0 C fa• ..wart.on Corr, 11/4/2018 Sunday 0 0 t: .. _. To�• .,nrk on co, 11/5/2018 Monday 10 0 0.37 i` ':arked on r.: -s To ,.all on Corr 11/6/2016 Tuesday 10 0 0.05 To :-ark on Conti.,R:' 11/7/2018 Wednesday 10 10 Graa:ng -Lire ru A, Pn-o."-R C,k: ,,t'5 1-A' 11/8/2018 Thursday 10 10 Grading•Line"PR-A","PR-8","PR-C &"PR•5.1-A" 11/9/2018 Friday 10 10 Grading -Line"PR-A',"PR-b',"PR-C",&'PR•S-1-A" 11/10/2018 Saturday 10 10 Grading•Line"PR-A","PR-3 "PR-C",&"PR-5-1-A" Saturday Worked— _ 11/11/2018 Sunday 2 10 No work on Sunday 11/12/2018 Monday 10 10 HMA Intermediate 11/13/2018 Tuesday 10 0 11/14/2018 Wednesday 0 C u 11 • 11/1S/2018 Thursday C C .33 11/26/2018 Friday 10 0 11/17/2018 Saturday C 0 _ 11/18/2018 Sunday 0 0 - 11/19/2018 Monday 8 0 0.16rtMn c„,fare,r' n Grading ,.19,law 35 11/20/2018 Tuesday 8 U 'grading row 27 • 11/21/2018 Wednesday 10 0 ., 11/22/2018 Thursday - 0 0 Holiday 11/23/2018 Friday - C 0 0.15 Holiday „, rr 11/24/2018 Saturday C 0 _ 0.20`oliday wrtace-Por., 11/25/2018 Sunday 10 10 0.11 -'id/Wet to Surface• High S7-Lcw 11/26/2018 Monday 0 0 0.02 . :•:gym•Nigh ac -. 11/27/2018 Tuesday c 0 SNOW ..rs•High 2- 11/28/2018 Wednesday 0 0 T80,_ .. 11/29/2018 Thursday 10 10 T80 11/30/2018 Friday 10 10 180 November 27,2018 Jeremy L Books,PE,CPESC Construction Department Manager Butler,Fairman&Seufert, Inc. 8450 Westfield Blvd.,Suite 300 Indianapolis, IN 46240-8302 Re: Contract 16-ENG-73—Shetiborne and 96`h StreetTraitis Time Extension,2018 Year End Summary Reference to: Delay Claim,Time Extension Request,08-28-18 Submittal No.26—Project Schedule, Updated 08-28-18, Revised 09-05-18 11-20-18 E-mail: 16-ENG-73, Outstanding EWA Summary Notice of Delay due to Inclement Weather, 11-27-18 Dear Mr.Books, Morphey Construction, Inc.(MCI)would like to provide a summary of our Contract's outstanding time extensions that have accrued through added EWAs and inclement weather delays. Since our initial conversations surrounding our 08-28-18 delay claim,MCI has experienced additional scope changes and weather delays that that will push our Contract's schedule into 2019. Based on our 08-28-18 proposal,we initially believed that HMA paving and seeding could have been completed this year. This was assuming normal allowable inclement weather days and no additional scope. Our Proposal was aggressive and assumed cooperative weather. Given this,we believed that the trail could be opened to pedestrian traffic in December of this year with minor restoration in the Spring of 2019. Unfortunately,due to above average inclement weather and additional EWAs,our updated schedule submitted 08-28-18,experienced significant delays. As stated in our 11-27-18 Notice of delay due to Inclement Weather letter: "This fall has produced above average rain events that have delayed our HMA paving goals and subsequent finish grading activities.Additionally,cold weather moved in much earlier this fall and it is currently preventing HMA surface from being installed.The rain events experienced while grading dirt and stone not only stopped work on the actual days experiencing rainfall,they also prevented work on our controlling operation several days after until the soils could become dry enough to work. MCI continued to work on non-controlling activities during these periods and also worked Saturdays to optimize the dry periods.We also donated millings to be used as borrow to help dry and protect the grade." Despite our efforts to reduce the impacts of these inclement weather delays,our controlling operation still experienced significant delays. Additionally, EWA work was required during this period that pulled resources from our controlling operations and further delayed our schedule. In light of this,the HMA surface and seed/restoration work will not be able to be completed this year and will need to be completed in the spring of 2019. Currently,our Contract has the following outstanding delay claims: 1499 N Sherman Drive Equal Opportunity Employer Indianapolis,IN 46201-1515 ph: 317.356.9250 fx: 317.35.9253 www.morpheyconstruction.com MORPHEY CONSTRUCTION INC.-COST SUMMARY CONTRACT: 16-ENG-73 -ITEM NO.: EWA h a IQTY: I 200jLFT DDATE: I 8/24/2018 DISCRIPTION: Shelborne Rd.and 96th Street Trails ITEM NAME: Fence Removal NUM LABOR+FRINGE ST OT DT RATE AMOUNT EQUIPMENT HOURS RATE AMOUNT 1 Dave Morgan 3 HOURS@ $53.26 PER HR $159.78 Pickup 3 HOURS@ $20.00 PER HR $60.00 1 James Flannery 6 HOURS@ _ $49.12 PER HR $294.72- Skidsteer 6 HOURS@ $35.00 PER HR $210.00 1 Jared Carter 6 HOURS@ $38.88 PER HR $233.28 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 _ HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 - HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00 HOURS@ PER HR $0.00' ' HOURS@ PER HR $0.00 NO.OF DAYS HOURS@ PER HR $0.00 HRS WORKED/DAY TEAMSTER MOB 0 HOURS@ $0.00 $0.00 LOWBOY HOURS@ PER HR $0.00 TOTAL LABOR $687.78 TOTAL EQUIPMENT $270.00 UNIT COST LABOR $3.44 I UNIT COST EQUIP $1.35 MARKUP ON LABOR 20% $137.56 EQUIPMENT MARKUP 12% $32.40 WORKMANS COMP 11.65% $80.13 TOTAL EQUIPMENT WITH MARKUP $302.40 UNEMPLOYMENT 10.9% $74.97 SOCIAL SECURITY TAX 7.65% $52.62 _ MARKUP ON WC,UEC,SS TAX 20% $41.54 SUPPLIES - QUANTITY UNIT COST AMOUNT TOTAL LABOR WITH MARKUP 51,074.60 $0.00 $0.00 $0.00 MATERIAL TYPE QUANTITY _ UNIT COST AMOUNT $0.00 $0.00 $0.00 $0.00 $0.00 _ _ $0.00 _ $0.00 $0.00 TOTAL SUPPLY COST $0.00 UNIT SUPPLY COST f $0.00 I SUPPLY MARKUP 12% $0.00 TOTAL SUPPUES WITH MARKUP $0.00 $0.00 UNIT MAT.COST $0.00 SUBCONTRACT QUANTITY UNIT PRICE AMOUNT MATERIAL MARKUP 12% $0.00 TOTAL MATERIAL WITH MARKUP 50.00 HAUUNG TOTAL SUBCONTRACT COST $0.00 CYS LOADS HOURS RATE AMOUNT I UNIT SUBCONTRACT COST 0 Disposal 1 $100.00 $100.00 SUBCONTRACT MARKUP-1ST$3,000 10% $0.00 SUBCONTRACT MARKUP REMAINDER 7% $0.00 TOTAL SUBCONTRACTWITH MARKUP ` $0.00 DAYS TRUCKS HOURS RATE Hauling 1 2 105 $210.00 TOTAL COSTS WITH MARKUPS $1,724.20 BOND 0.55% $9.48 TOTAL HAUL COST $310.00 INSURANCE 0.03085% $0.53 UNIT HAUL COST $1.55 - BOND AND INSURANCE MARKUP 10% $1.00 HAUL MARKUP 12% $37.20 TOTAL HAUL WITH MARKUP _ 5347.20 FINAL COST $1,735.21 I _ UNIT COST $8.68 DATE: IIIIII IIIII II II IIIII 1IIII II II I 1 1111 Page 1 of 1 RU NYOJ Status: Closed 410 West Carmel Drive Invoice#: 487803-1 EgUIPMENT RENTAL Carmel,IN 46032 Invoice Date: Tue 8/28/2018 www.runyonrental.com Date Out: Mon 8/27/2018 6:55AM 1-800-276-T001(8665) 317-566-8888 Phone "Don't be a tool-Rant one" 317-566-2990 Fax Operator: Tim Church _ .._..___.. d_,_. ___ _ l Customer H_ 3977 1 Terms: On Account MORPHEY CONSTRUCTION,INC. 317.358-9250 Phone 317-366-926 - 1499 NORTH SHERMAN DR. r INDIANAPOLIS,IN 46201-1515 PO 8: 3060 Open Monday-Friday 7:00am-5:30pm,Saturday 7:00am-4: ,Sunday.A O am-3:oopm Picked up by: GRIFFITH, CLINTON EARL Salesman:NONE Qty Key Items Returned Date Status 1 Each Price 1 5126#0001 STUMP CUTTER 80HP TOWABLE Tue 8/28/2018 4 19PM Returned 5850, $850.00 Meter Out:880 9 Meter In:880.9 Total hours on meter.0.0 4Hrs$275.00 1day$325.00 lweek$1,300.00 4weeks$3,900.00 CUSTOMER IS TOTALLY LIABLE FOR TIRE REPAIR,PLEASE CHECK TIRES PRIOR TO LEAVING LOT X EQUIPMENT IS FOR LOCAL RENTAL ONLY 25 MILE RADIUS FROM OUR STORE YOU ARE RESPONSIBLE FOR RETURN AND/OR RECOVERY X CUSTOMER IS RESPONSIBLE FOR ANY BROKEN OR MISSING CUTTER TEETH•"'CUTTER TEETH ARE 17.95 EACH"" X 1 795711146528-1 STIHL PLATINUM BAR 8 CHAIN 0 Pulled $14.49 814.49 1 33RS 84 Chain 24"RS 84 3/8P 050G Pulled $35.46 $35.48 I 2933T Rayco Stump Cutter Teeth L Tapped Pulled $17.95 $17.96 Thank You for your Business Contract Signature: GRIFFITH,CLINTON EARL cC`vG"-^.. " Date:OS/27/2018 Modification #2 Rental Contract Rental: S650.00 You understand that.(a)it is unauthorized for me to lend the Rented Item(s)to any other person,(b)THE RENTED ITEM(S) IS/ARE FULL OF FUEL AND MUST BE RETURNED AS SUCH OR ADDITIONAL CHARGES WILL APPLY(c)use of alternative fuels(e g Biodiesel,E85 etc)in Rented Item(s)is prohibited end you are responsible for all damages end repairs resulting from Sales: $67.90 alternative fuel (d)no electrical tools are supplied with safety grounaed plugs for use in grounded outlets(except for double-insulated safety-approved tools),end you are responsible for not cutting off the ground lug;(d)Runyon is authorized to charge my debit or credit card for al amounts coming due hereunder,including for damage to the Rented Item(s)which is discovered after the Rented Item(s)have been returned,and(e)labor rate is charged al$85 00 per hour X (Iritia'1 _.-._._..—_ . I have been instructed and demonstrated on the safe and proper operation of the above equipment,end I fully understand those instructions X (Initial) I have provided Runyon with proof of insurance(insurance that covers ell damage to or loss of Equipment)and am declining the Subtotal: $717.90 Equipment Protection Plan(Damage Waiver)as described on the back of this Contract a (Initial) The undersigned has carefully read and fully understands the Terms end Conditions on the back of this Contract and persona'1y gLarantees the Customer's prompt payment end performance of its obligations arcing under this Contract $50.25 Printed Name Indiana Sales Tax: ' Total: $768.16 Paid: $0.00 Signature: GRIFFITH,CLINTON EARL Amount Due: $768.16 Ili IIIII IIIII IIII dill 11111111 III! Page 1 of 1 R-".-cUNyoN Status: Closed 410 West Carmel Drive Invoice#: 487981-1 EQUIPMENT KENTAI_ Carmel,IN 46032 Invoice Date: Tue 8/28/2018 www.runyonrental.com 800 276 Tool(8665) Date Out: Tue 8/28/2018 6:49AM 317-666-8888 Phone r ."mil "Don't bee tool•Rent one" 317-566-2990 Fax Operator: Tim Church (Customer#: 3977 Terms: On Account MORPHEY CONSTRUCTION,INC. 317-356.9250 Phone 317.366.9263 Fax 1499 NORTH SHERMAN DR. INDIANAPOLIS,IN 46201-1515 PO#: Enter purchase order Open Monday-Friday 7:0Oam-5:30pm,Saturday 7:00am-4:30pm,Sunday 9:OOam-3:00pm Picked up by:BOWLES, KYLE D Salesman: NONE WHO ORDERED THIS?: GRAIG PHONE NUMBER?: 765-570-6231 Qty Key Items Returned Date Status Each Price 1 5058#0006 CHIPPER 15"TOWABLE Tue8/28/2018 4:17PM Returned CC, $350.00 Meter Out:416.1 Meter In:416.1 Taal hours on meter:0.0 4Hrs$300.00 1day$350.00 tweak$1,400.00 4weeks$4,200.00 CUSTOMER IS RESPONSIBLE FOR CLUTCH DAMAGE ON MACHINE.X CUSTOMER RESPONSIBLE FOR CLOGGED MACHINE DO NOT RUN VINES OR WET WOOD THROUGH CHIPPER X CUSTOMER IS TOTALLY LIABLE FOR TIRE REPAIR,PLEASE CHECK TIRES PRIOR TO LEAVING LOT X EQUIPMENT IS FOR LOCAL RENTAL ONLY 25 MILE RADIUS FROM OUR STORE YOU ARE RESPONSIBLE FOR RETURN AND/OR RECOVERY X 1 0000882 4105 13/84 GRINDING STONE Pulled 55 99 $5.99 Thank You for your Business Contract Signature: BOWLES,KYLE D •. Date:08/26/2018 Modification #2 Rental Contract Rental: $350.00 You understand that:(a)it is unauthorized for me to lend the Rented Item(s)to any other person;(b)THE RENTED ITEM(S) IS/ARE FULL OF FUEL AND MUST BE RETURNED AS SUCH OR ADDITIONAL CHARGES WILL APPLY(c)use of alternative fuels(e g Blodiesel,E85,etc)in Rented Item(s)Is prohibited end you are responsible for all damages and repairs resuting front Sales: $5.99 alternative fuel;(d)no electrical loots era supplied with safety grounded plugs for use in grounded outlets(except for double-Insulated safety-approved tools),and you are responsible for not culling off the ground lug,(d)Runyon is authorized to charge my debit or credit card for all amounts coining due hereunder,including for damage to the Rented Item(s)which is discovered after the Recited Item(s)have been returned,and(e)labor rate is charged at$B5 00 per hour. X (Initial) I have been instructed and demonstrated on the safe and proper operation of the above equipment,end I fully understand those instructions X (Initial) I have provided Runyon with proof of insurance('nsurence that covers all damage to or loss of Equipment)and am declining the Subtotal: $356.99 Equipment Protection Plan(Damage Waiver)as described on the back of this Contract a (Initial) ^—• The undersigned has carefully reed and fully understands the Terms and Conditions on the beck of this Contract end personally guarantees the Customer's prompt payment end performance of its obligations arising under this Contract Indiana Sales Tax: Printed Name: $24.92 Total: $380.91 Paid: $0.00 Signature: BOWLES,KYLE D Amount Due: 9380.91 April 17,2019 Jeremy L.Books,PE,CPESC e r 5f Construction Department Manager Butler,Fairman&Seufert,Inc. 8450 Westfield Blvd.,Suite 300 Indianapolis,IN 46240-8302 Re: Contract 16-ENG-73—Shelborne and 96th Street Trails Change Oder No.5 Review Reference to: 16-ENG-73,Change Order No.5 Time Extension,2018 Year End Summary Delay Claim,Time Extension Request,08-28-18 Submittal No.26—Project Schedule,Updated 08-28-18,Revised 09-05-18 11-20-18 E-mail:16-ENG-73,Outstanding EWA Summary Notice of Delay due to Inclement Weather,11-27-18 Dear Mr.Books, Morphey Construction Inc.(MCI)has reviewed Change Order No.5 and we have the following comments: 1.) We agree with descriptions A through G shown in WDC No.5. The dollar amounts and time extension requests appear to agree with our submitted EWA 7,11,12,13,14,15,and 16. 2.) We agree with description H in WDC NO.5 which includes the 27 Inclement weather days and 15 calendar days for the period between December 1 to December 15. 3.) We disagree with the City's and their consultant's record of inclement weather days and therefore do not agree with the calendar day time extension included in the change order and summarized in WDC No.5. Please proceed with processing this change order with the following exception: Morphey Construction,Inc.(MCI)does not agree with the project completion date listed in WDC No.5. Based on our Delay Claim,Time Extension Request submitted on 11-27-18 and further summarized in description H,60 days should be added to our Contract. MCI only agrees to the 39 days as a partial to the 60 days requests. Processing this change order does not void our original claim as submitted in our letter dated 11-27-18. Please understand it is our personal goal to complete this project prior to the 05-10-19(39 CDs)the City of Carmel has requested. However,we believe 60 CDs are owed to MCI per our Contract and based on the inclement weather experienced last fall. We cannot agree to incurring liquidated damages if we were to encounter unexpected circumstances. We believe the additional 60 CDs requested is warranted. We hope that the City of Carmel understands our position. Sincerely, 5)e..4.31f.Morphey Construucttion Inc. l/IfyZ/aGG� Jason Umlauf (/ Project Manager p.1-317-356-9250 m.1-317-766-3951 1499 N Sherman Drive Equal Opportunity Employer Indianapolis, IN 46201-1515 ph: 317.356.9250 fx: 317.35.9253 www.morpheyconstruction.com