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Home My WebLink AboutRieth Riley/Eng/CO #7/22,739.81/96th Street and Hazel Dell RAB – Project #16-ENG-35City of Carmel Project 16 -ENG -35 96th Street and Hazel Dell RAB CHANGE ORDER #7 During the installation of the storm structures and pipe throughout the project, minor conflicts were discovered with several of the utility facilities located within the project limits. The unknown location and elevation of the Carmel Sanitary Force main required adjustments at 3 locations on the north side. As well as an unmarked pipe found on the north side required determining if the facility was abandoned and could be removed. An IPL duct bank on the south side, that was to be clear, required adjustments at 4 locations. Also, due to the location of an existing fire hydrant, the BMP structure required adjustment for the safety of the workers to use a trench box and the public to not shut the hydrant down. These necessary adjustments posed additional costs to Fox Contracting and were made in order avoid any delay conflicts and to meet the time constraints of the project. The costs and general remarks regarding each individual incident have been included as part of this change order. Contract Price prior to this Change Order $1,609,642.42 ----------------------------------------------------------------------------------------- Contract Price will be increased/decreased by this Change Order $ 22,739.81 New Contract Price including. this Change Order $1,632,382.23 Amount Adjusted Contract Cumulative % Change Price from Original Contract Original Contract $1,588,508.79 $1,588,508.79 N/A C01— Const Chng 1 $(4,164.65) $1,584,344.14 (0.3%) Storm Water Bond CO2 — MM Add Insured $0.00 $1,584,344.14 (0.3%) General Oblig. Bond CO 3 — Const Chng 2 $5,111.10 $1,589,455.24 0.06% General Oblig. Bond CO 3 — Const Chag 2 $3,250.34 $1,592,705.58 0.3% Storm Water Bond CO 4 — Temp Const. Fence and New Fence $9,288.12 $1,601,993.70 0.85% General Oblig. Bond CO 5 — Added Turn $7,126.62 $1,609,120.32 1.30% Lane at Gray Rd General Oblig. Bond CO 6 — Straw Blanket $522.10 $1,609,642.42 1.33% w/ U Seed General Oblig. Bond CO 7 — Fox Additional $22,739.81 $1,632,382.23 2.76% Costs for Utility Conflicts Storm Water Bond CITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.: 7 Chris Ogg DATE: 8/30/18 One Civic Square PROJECT NAME: 16 -ENG -35 Carmel, IN 46032 CITY REQ. NO.: N/A CITY PO NO.: 100637 - Storm Water Bond CITY PO DATE: 8/9/2017 I. You are directed to make the following changes in this Contract: (Brief Description) During the installation of the stone structures and pipe throughout the project, minor conflicts were discovered with several of the utility facilities located within the project limits. The unknown location and elevation of the Cannel Sanitary Force main required adjustments at 3 locations on the north side. As well as an unmarked pipe found on the north side required determining if the facility was abandoned and could be removed. An IPL duct bank on the south side, that was to be clear, required adjustments at 4 locations. Also, due to the location of an existing fire hydrant, the BMP structure required adjustment for the safety of the workers to use a trench box and the public to not shut the hydrant down. These necessary adjustments posed additional costs to Fox Contracting and were made in order avoid any delay conflicts and to meet the time constraints of the project. The costs and general remarks regarding each individual incident have been included as part of this change order. SCHEDULED ADJUSTMENT ITEM AMOUNT H OR O DAYS New 114 — Fox Additional Costs For $22,739.81 0 Utility Conflict Adjustments Il. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: R.F.P.: N/A W.D.C. No.: N/A Other: The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $_1,609,642.42 Contract Price will be increased/decreased by this Change Order $_ 22,739.81 New Contract Price including this Change Order $_1,632,382.23 Contract Time Prior to this Change Order 74 Days 12/13/17 Completion Date Net increased/decreased resulting from this Change Order 0 Days Current Contract Time including this Change Order 74 Days 12/13/17 Completion Date This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. Version 2016-08-31 The Above Changes Are Recommended CHA The Above Changes Are Accepted: Rieth-Riley Construction ENGINEER CONTRACTOR gsB 300 S. Meridian Street 1751 W. Minnesota Street Address Address Nlary 1 Indianapolis, IN 46225 Indianapolis, IN 46221 City/State/Zip By: rz Phone: 3f7-407-S760— Date: f7-407-37 0 Date: 91271f8 Version 20164)8-31 Approved: Member Member City/State/Zip Jere dslAan,—P-f.—City weer A �v, Phone:_ - • �S4 �C— '--Christine S. P uley, Clerk Treasurer Date: ��J�6 Date: A)//7/�f- j IETHIMILEY CoNsmucnoN Co., INc. 100% Quality • 100% Employee Owned • Over 100 Years LETTER OF TRANSMITTAL TO: CHA Companies DATE: 8/30/18 (REV 9.4.18) 300 S. Meridian St Indianapolis, IN 46225 PROJECT: 16 -ENG -35 961" & Hazel Dell JOB #: RR Job# 3200723 ATTN: Brian Andres RE: Structure Modifications (REVISED) We Are Sending: Shop Drawings Letter Prints/Plans X Change Order Samples Specifications Other: Notes/Remarks: Submitted For: X Approval Your Use As Requested Review and Comment Sent Via: Email X Attached Separate Cover Via: Action Taken: Approved as Submitted Approved as Noted Returned After Loan Resubmit Copies Submit Copies Returned Returned for Corrections Due Date: The following pricing is based upon the revised projects costs due to structure modifications required by existing utility conflicts. Item Description I Quantity I Unit I Unit Price Extension EWA ISTRUCTURE MODIFICATIONS 1 1.00 1 LS 1 $22,739.81 $22,739.81 CC: 3200723 - Job File Eric Holmes, RR Superintendent Chris Ogg PE, Carmel Asst. City Engineer Signed: Jeff M � , . Project Manager P.O. Box 276 •1751 W. Minnesota St. • Indianapolis, IN 46206 Phone: (317) 634-5561 • www.rieth-riley.com RIETH-RILEY CONSTRUCTION EXTRA WORK AGREEMENT DATE: 8/30/18 Work Performed: Structure Modifications for Utility Conflicts (REVISED) CONTRACT: 3200723 PROJECT: 16 -ENG -35 96th & Hazel Dell Parkway Improvements FORCE ACCOUNT/EXTRA WORK FOR LABOR 109.05 (b)(1) Hn( IRS EMPLOYEE Regular Overtime Doubletime TOTAL RATE EXTENSION CARPENTER 0.00 $2749 $0.00 CARPENTER FOREMAN 0.00 $28.99 $0.00 COMBINATION 0.00 $29.76 $0.00 FINISHER 0.00 $25.72 $0.00 FOREMAN 1 0.00 $3505 $0.00 LABORER 0.00 $24.72 $0.00 MECHANIC 0.00 $35.05 $0.00 OPERATOR (103) 0.00 $34.05 $0.00 OPERATOR (841) 0.00 $32.55 $0.00 OPERATOR OILER (103) 0.00 $29.91 $0.00 CA TECH 0.00 $24.72 $0.00 SUPERINTENDENT/PROJECT MANAGER 0.00 $44 05 $0.00 TEAMSTER 0.00 $28.41 $0.00 FRINGES TOTAL LABOR $0.00 (2) FICA 7.50 x LINE (2) $0.00 (3) EMPLOYEE HOURS % X LINE (2) RATE EXTENSION CARPENTER 000 X $21 25 = $0.00 CARPENTER FOREMAN 0.00 x $21.25 = $0.00 COMBINATION 0.00 X $1491 = $0.00 FINISHER 0.00 X $13.96 = $0.00 FOREMAN 0.00 X $17.66 = $0.00 LABORER 0.00 X $1396 = $0.00 MECHANIC 0.00 X $17.66 = $0.00 OPERATOR (103) 0.00 X $17.66 = $0.00 OPERATOR (841) 0.00 X $2051 = $0.00 OPERATOR OILER (103) 0.00 X $17.66 = $0.00 CA TECH 0.00 X $13.96 = $0.00 SUPERINTENDENT/PROJECT MAN 0.00 X 1 $1766 = $0.00 TEAMSTER 1 0.00 1 X 1 $14.91 = $0.00 TOTAL FRINGES $0.00 (4) WORKERS COMPENSATION 5.72 % X LINE (2) $0.00 (5) BODILY INJURY / PROPERTY DAMAGE INSURANCE 5.80 % X LINE (2) $0.00 (6) STATE UNEMPLOYMENT 3.85 % X LINE (2) $0.00 (7) FEDERAL UNEMPLOYMENT 0.40 % X LINE (2) $0.00 (8) TRAVEL ALLOWANCE OR SUBSISTENCE (NOTE #3) $0.00 (9) TOTAL LINES 2, 3, 4, 5, 6, 7, 8 & 9 $0.00 (10) 10 % x LINE (10) $0.00(11) GRAND TOTAL LABOR LINES (10) + (11) $0.00(12) Page 1 of 2 MATERIAL 109.05 (b)(3) Purchased or Manufactured Description Quantity Unit Unit Price Extenstion EXTENSION (25) a $ s s $ $ s $ Is I $ MATERIALS PURCHASED MATERIALS MANUFACTURED TOTAL. LINE (18) + (19) 10 %x LINE (20) GRAND TOTAL FOR MATERIALS: LINE (20) + (21) EQUIPMENT 109.05 (b)(4) $0.00 (18) $0.00 (19) $0.00 (20) $0.00 (21) $0.00 (22) Equipment # CONTRACTOR OWNED EQUIPMENT FHWA HOURLY RATE Days EXTENSION (25) $0.00 $0.00 $0.00 $0.00 $0.00 (28) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Tricking - Stnaght Time $0.00 $0.00 Trucking - Over Time $0.00 $0.00 Trucking - Double Time $0.00 $0.00 TOTAL EQUIPMENT TOTAL TRUCKING FUEL, LUBRICANTS AND TRANSPORTATION COSTS TOTAL LINES (23) + (24) + (25) 10 % x LINE (26) GRAND TOTAL FOR EQUIPMENT: LINES (26) + (27) SUBCONTRACTORS 109.05 (b)(6) $0.00 (23) $0.00 (24) $0.00 (25) $0.00 (26) $0.00 (27) $0.00 (28) DESCRIPTION AMOUNT Fox Contractors see attached breakdown $20,447.63 TOTAL SUBCONTRACT WEEK ENDING $20,447.63 (29) 10 % x LINE (30) $3,000.00 OR LESS $2,044.76 (31) GRAND TOTAL FOR SUBCONTRACTORS: LINES (30) + (31) + (32) $22,492.39 (33) TOTAL OF WORK COMPLETED FOR THE WEEK TOTAL LINES (12), (17), (22). (28) 8 (33) $22,492.39 (34) i % OF BOND RATE BASED UPON LINE (34) $224.92 (35) 10 % x LINE (35) $22.49 (38) TOTAL EXTRA WORK LINES. (34) + (35) + (36) $22,739.81 (37) UNITS 1.00 UNIT PRICE $22,739.81 Page 2 of 2 ° Fox Contractors Corp. ° Av www.foxcontractors.com w. 5430 W. Ferguson Road • Fort Wayne, Indiana 46809-9612 e �p Ft. Wayne (260) 747-7461 • Fax (260) 747-7717 °,p Whitestown (317) 769-6291 Fax (317) 769-6294 l WAYNE Mr. Jeff Mattix Rieth Riley Construction Co. 1751 West Minnesota Street Indianapolis, IN 46221 RE: 96" & Hazel Dell — Change Order Request Summary Dear Mr. Mattix: There were several utility conflicts for the new storm sewer pipe on the above referenced project. Please find enclosed a summary of those conflicts and the associated cost, for the engineers review. The total of this summary is $20,447.63. Would you please request a change order for this amount from the engineer? If you have any questions, please feel free to contact me. Thank you, ry Paul Fox Contractors Enc. Certified MBE • Equal Opportunity Employer 96TH STREET & HAZEL DEL FOX SUBMITTED EXTRA WORK COST SUMMARY CLAIM • DESCRIPTION LABOR EQUIPMENT MATERIAL SUBCONTRACTOR TOTAL 1 Sir 102. Cut Lager Holes Forcemain Conflict $ 349.00 $ 286.00 $ - S 345.00 $ 980.00 2 Str 106 Elkninated Forcemain Conlict $ 349.00 $ 286.00 $ 535.00 $ 1,170.00 3 Sir 113 IPL Dud Bank Conflict $ 349.00 $ 286.00 $ - $ 850.00 $ 1,485.00 4 Sir 314 - 315 IPL Dud Bank Conflict $ 698.00 $ 572.00 $ - $ 1,270.00 5 Sir 127 Old Gas Line Conflict $ 667.00 $ 218.00 $ - $ 885.00 6 BMP Move 5' South & Rework Sir's 204 & 203 $ 2,094.00 $ 1,716.00 $ 624.00 $ 4,434.00 7 Sir 203 - 209 Force Main Conflict $ 1,308.75 $ 715.00 $ 468.00 $ 500.00 $ 2,991.75 8 Readjust Castings Northside Walk Path $ 1,244.00 $ 864.00 $ 725.00 $ 2,833.00 9 Sir 310 - 311, 306 - 307, 302 - 303 IPL Dud Bank $ 1,396.00 $ 1,144.00 $ - $ 2,540.00 $ $ TOTALS BEFORE MARK-UP $ 8,454.75 $ 6,087.00 $ 2,352.00 $ 1,695.00 $ 18,58&75 10%MARK-UP $ 1,858.88 TOTAL $ 20,447.63 96TH STREET & HAZEL DEL FOX SUBMITTED EXTRA WORK COST SUMMARY Oescrlptbn units Str. 102 Cut larger holes Forcommin Conflict Foreman Operator Laborer Pickup 320 Trackhoe 930 Loader ABC Saw Cutting ARC - DID NOT CORE SYR IT WAS SAW CUT Total CHA COMMENTS: DATE OF OCCURANCE: 5/23 & 5/24 UP Noun Nota Amount Totaht 1 79.00 79.00 2 76.00 152.00 2 59.00 118.00 1 26.00 26.00 1 140.00 140.00 1 120.00 120.00 345.00 THIS MAY BE FOR DO CORE ON 5/23 345.00 980.00 REMARKS: On 5/23 Crew notified Brian A. Of Structure 102 conflict with Sanitary Sewer Force Main at 3:10 PM. I contacted Hanl with Carmel and he said he would look at it In the morning. We determined that Str 106 was also in direct conflict and proposed to be eliminated to Samantha. Crew moved to Str 116 and continued to install str & pipe. On 5/24 approval was given by Carmel Sewer to raise pipe to go over force main at Str 102 and to eliminate Str 106 by CMA. Fox saw cut str 102 and 101 in order to raise the pipe approx. 4" to clear Camel Force Main. APPROVE / I would agree to pay $980 for this claim - considering the ABC charge is for coring the underdrain on 5/23 and no additional charges DENY / for UD installation which was paid for under existing bid items. CONSIDER: 96TH STREET & HAZEL DEL FOX SUBMITTED EXTRA WORK COST SUMMARY Str. 106 Eliminated Forcemaln Conflict Foremen 1 79.00 79,0D Operator 2 76.00 152.00 Laborer 2 59.00 11&00 Pickup 1 26.00 26.00 320 Tracthoe 1 140.00 140,00 930 loader 1 120.00 12000 Inlet 1 535.00 53500 Total 1,170.00 CNA COMMENTS: DATE OF OCCURANCE: 5/23 & 5/24 REMARKS: See above remarks regarding the determination of conflicts with str's 102 & 106. APPROVE / I would agree to pay $1,170, because crew did excavate in the location of str 106 to confirm that there was a conflict and that the DENY / structure did need to be eliminated. Agree to pay for the material cost of $535 for str 106. CONSIDER: 96TH STREET & HAZEL DEL FOX SUBMITTED EXTRA WORK COST SUMMARY Str. 119 Power Duct Bank Conrlkt ABC Saw CUttin & Core Drilling 1 8.50.00 850.00 Foremen 1 79.00 7900 Operator 2 761X) 152.00 Laborer 2 59,00 118.00 Pickup 1 2600 26.00 320 Trackhoe 1 140.00 140.00 930 Loader 1 120.00 120.00 Total 1485.00 CNA COMMENTS: DATE OF OCCURANCE: 6/26 & 6/28 REMARKS: On 6/26 the conflict with the IPL Duct bank was discovered late Tuesday afternoon. it was determined that there was no room to fit the existing structure 113 between str 114 and the duct bank. It was decided that str 113 had to be modified by cutting off the sump and coring new holes in structure. After this Jerrad began cutting subgrade and remaining crew poured collars and flowiines. On 6/28 ABC was onsite to modify str 113. Jerrad assisted ABC with laying out structure and the remaining crew was busy with other operations. APPROVE / Would consider paying $ 1485 for the time required to determine a resolution to the situation. Though I have always been told you DENY/ are to be given some time to determine a solution before you can begin claiming time. This was decided very quickly and crew was set CONSIDER: up to pour collars and flowlines at the end of day. No time was really lost with this incident. When ABC was onsite Jerrad was really the only one involved with ABC modifying the Str. 96TH STREET & HAZEL DEL FOX SUBMITTED EXTRA WORK COST SUMMARY Sit. 314 to 315 Duct Rank Conflict roremen 2 _-4-. 79.00 _316.89 158.00 Operator 4 -j- 76.00 "/.Go 304.00 Laborer 4 --6- 59.00 lwi.ea 236.00 Pickup 2 -4-- 26.00 20460 52.00 320 Trackhoe 2 -*- 140.00 5ftee- 280.00 930 Loader 2 --4- 120.00 -4/D.E— 240.00 Total -k5l111.915 1270.00 CHA COMMENTS: DATE Of OCCURANCE: 6/23/2018 REMARKS: Crew was aware of the potential conflict and was provided general information about being able to raise pipe 3" to clear duct bank before even starting on this pipe run. It was determined that the pipe needed to be raised 4" to clear duct. Crew had to cut str 315 and 121- 4" to make this adjustment. I would consider allowing 1hr for each structure to be cut - no other portion of the operation changed. Besides the 102' of 15 inch pipe and C30 MH - Crew also installed 2 - C4 Manholes and 86' of 12 Inch pipe and poured collars. APPROVE / Consider paying for only 1 hr for each str to be modified (Sir 121 & Str 131) - Total of 2 hrs per the crew. _ $1270.00 DENY/ CONSIDER: 96TH STREET & HAZEL DEL FOX SUBMITTED EXTRA WORK COST SUMMARY Str.127 Old Gas line Conflict Foreman 3 -4 79.W -M6.86 237.00 Operator 1 --4- 76.00 301.08 76.00 Laborer 6 -4- 59.00 -01.00 354.00 Pickup 3 -4- 26.00 04.00 78.00 320Trackhoe 1 -4- 140.00 5666B- 140.00 Total 34"A9 885.00 CNA COMMENTS: DATE OF OCCURANCE: 5/18 & 5/19 REMARKS: On 5/18 Jerrads crew discovered a unknown 10" -12" steel pipe while excavating for str 127. Crew continued to install str's while calls were made to detrmine who the line belonged to. No one claimed the pipe and later In the afternoon the pipe was drilled and dtermined to be abandoned. On 5/19 Dan had two guys begin cutting on the pipe, the two laborers were new with little experience and were extremely slow in trying to get it cut out. At times the two laborers were literally sitting doing nothing. No other equipment was used execpt a quickie saw and possibly the excavator for a 1 hour to rip the pipe out completely. APPROVE / An expereinced couple of laborers would have had this pipe cut out In 2 hours. The excavator operator was only necessary to DENY/ complete the removal of pipe once the cut was mostly complete. I will consider paying the 2 Laborers for 3 hours / 3 Hrs Foreman / CONSIDER: 1 hour Operator 96TH STREET & HAZEL DEL FOX SUBMITTED EXTRA WORK COST SUMMARY BMP Move S' South 6 Rework Stn. 204 i 203 Foreman 6 —8 79.00 .--632,00 474.00 Operator 12 —ii 76.00 —Km 912.00 Laborer 12 .16 59.00 708.00 Pickup 6 t 26.00 --296se 156.00 320 Trackhoe 6 --i 140.00—trr+E70.00 840.00 930 Loader 6 —Y 120.00 --960A0 720.DO Tri -Axle 6 R 104.00 --4374)O 624.00 mecum 4434.00 CMA COMMENTS: DATE OF OCCURANCE: 5/19, 5/20, & 5/25 REMARKS: 5/19 - Crew onsite today to begin installing BMP structure. Fox needed a trench box for safety due to depth of str and since it was located close to fire hydrant It was agreed to shift the approx. 4'. (There possibly could have been other ways to shore the str but under tight time constraints). Crew set the BMP str 204A, 204 and tied in remaining pipe towards 124, and installed str 203. It was then determined the 30" pipe was not going to line up right so some modiflcaitons needed made to str 203. (2 Hr) 5/20 - Crew In the morning continued to modify str 203 to accept the 30" pipe alllgnment. (1 Hr) Crew laid the 86' of 12" pipe to str 208 and then laid the 98' of 30" pipe across Hazel Dell (Portion of this time is claimed on separate incident) and set str 209. 5/25 - Had to cut on Str 204 and 204A in order to install the 15" pipe which we used SDR 26 Instead of concrete (2 Hr). The remainder of the day crew assisted with the grading operations and poured a lot of flow lines and collors on remaining structures. APPROVE / Since having to move the BMP structure was for both Safety to get a box In the trench as well as being located near a fire hydrant I DENY/ would be willing to pay for the times listed above in the remarks. CONSIDER: Stf. 203 to 209 Force Main Conflict Foreman Operator Laborer Pickup 320 Trackhoe 930 Loader Tri -Axle an Stone Badger Vac Truck Pylwood Concrete CHA COMMENTS: DATE OF OCCURANCE: 5/20 & 5/21 96TH STREET & HAZEL DEL FOX SUBMITTED EXTRA WORK COST SUMMARY 2.5 - 8 7909 1.18.50 5.0 16 76:00 114.00 5.0 -46- 59:00 88.50 2.5 -8- 26.00 2.5 -8 140.00 2.5 -a 120.00 0.0 - a 4044)0 4 -89- 18.00 2 250.00 0 4 50.00 3 - 4 132.00 Total 63268 296.25 i;25698 570.00 944.80 442.50 18&08 65.00 1.42B60 350.00 sG0.00- 300.00 -832. 0.00 6440,90 72.00 500,0g 500.00 aw 99 0.00 62&.00- 396.00 2991.75 $5864);0 REMARKS: 5/20 - Mid afternoon crew began installation across Hazel bell with the 30" RCP with known conflict adjustments with Carmel Force Main. Around 2:40 Crew encountered concrete in pipe trench and had to bust up to remove - Completed at 3:10 (0.5 Hr). At 3:30 Crew uncovered the Force Main and used mini excavator to dig a 2' wide by 2' deep trench under the pipe and placed a piece of scrap plywood to hold fill back when vac out and filled with a8 stone. This operation was completed at 4:37 and the crew continued to lay pipe as normal to str 209 and set str 209. 5/21- Crew spent the day as usual installing pipe and structures and pouring a lot of flowllnes and collars( 3 loads) . At 4:30 PM Badger arrived to vac out stone so concrete piers could be poured, Concrete was poured In and completed by 5:10 and Badger left at 5:20.(IHr) 96TH STREET & HAZEL DEL FOX SUBMITTED EXTRA WORK COST SUMMARY 7 -CONTINUED / I would agree pay a total of 2.5 hours for the additional work required to construct the piers based on the time 1 had recorded for this DENY/ work. No Tri -Axle used. Also agreed to pay a time and half rate for labor since the work took place on the weekend. CONSIDER: %TH STREET & HAZEL DEL FOX SUBMITTED EXTRA WORK COST SUMMARY Readjust Cestings Northskk Walk Path Foreman 4 79.00 316.00 Operator 6 -8-- 76.00 tiiN1W 456.00 Laborer 8 59.00 472.00 Pickup 4 26.00 104.00 320 Trackhoe 2 -4— 140.00 -56@.ft 280.00 930 Loader 4 120.00 480.00 Adjusting Rings 10 72.50 725.00 Total 2833.00 CHA COMMENTS: DATE OF OCCURANCE: 7/11, 7/12, 7/13, 7/14 REMARKS: There were numerous days that crew made some kind of adjustment to castings. Short of shooting all the casting lids to determine the plan differences, in almost every job there are generally some necessary adjustments based on stone or paving grade between riser heights. I know that some of the adjustments were due to side slopes which required castings to be raised. I would agree that many of the adjustments are justifiable but at the time of adjustments there was no need for an trackhoe to be claimed and only 1 operator would be necessary. APPROVE / It was agreed that the trackhoe was used to remove the barrel section from the BMP Str and to shape up around the structure. DENY/ CONSIDER: 96TH STREET & HAZEL DEL FOX SUBMITTED EXTRA WORK COST SUMMARY Slit. 310 to 311 * 306 to 307 + 302 to 303 Duct Bank Conflict Cut Down Boaas Foreman 4 ..f._ 79.00 W4 316.00 Operator 8 -il 76.00 —9}2:9 8.00 Laborer 8 -1:2- 59.00 --008,60472.00 Pickup 4 -6 26.00 -- 5668104.00 320 Trackhoe 4 -4— 140.00 --I4640560.00 930 Loader 4 -i- 120.00 —r:vw 480A0 -2540.00 CHA COMMENTS: DATE OF OCCURANCE: 6/30/2018 REMARKS: Pipe was installed on 6/30 between the structures on Industrial Dr. The structures had to be slightly modified a few inches on each to clear the IPL duct banks. Due to Fox not having this area ready for subgrade treatment for the pipe crew they choose to install the structures on the east side before subgrade treatement was complete causing them to have to dig in pipe structures from the side. Today crew also mixed up mortar and slicked up aruond pipes and Installed hoods and stacked out structures. APPROVE / I will consider paying the crew for 2 Hrs to make the minor saw cut adjustments to the 6 structures in order to clear the IPL dud banks DENY/ in this area. Also it was agreed to pay an additional 2 Hrs because the trenches were completely excavated and the IPL dud bank was CONSIDER: exposed to get a elevation shot on in order to determine the amount of adjustments required at each structure. Memo To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 09/28/18 Re: C.O. #7 96"' Street and Hazel Dell RAB Project #16 -ENG -35 Doug, please find attached 1 original of same change order for project #16 -ENG -35 96h Street and Hazel Dell RAB project. Please review & initial for the next BPW Meeting. Change Order #7 - Original Contract Amount: $1,588,508.79 Increase: $22,739.81 New Contract Amount: $1,632,382.23 Thank you, Lisa Scott 0 Page 1