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Home My WebLink AboutWhite Construction/Eng/CO #2/27,842.49; Main St. & Gray Rd/Main St. Path/Carey Rd & Main St. Path– Project #16-ENG-55/16-ENG-97/16-ENG-109City of Carmel Projects 16 -ENG -55, 16 - ENG -97, and 16 -ENG -109 Main Street and Gray Road, Main St Multi -Use Pathway, Carey Rd and Main St Pathway extension CHANGE ORDER #2 For 16 -ENG -55, by direction of the City of Carmel, the contractor is to continue paving operations on Sunday, August 12, 2018, in order to open by August 14. A Sunday premium is agreed to. Contract Price prior to this Change Order $3,656,909.57 Contract Price -will- be -increased- by this Change Order $27,842.49 New Contract Price including this Change Order $3,684,752.06 Amount Adjusted Contract Price Cumulative % Change from Original Contract Original Contract $3,572,000.00 N/A C01 $84,909.57 $3,656,909.57 2.37% CO2 $27,842.49 $3,684,752.06 3.13% CITY OF CARMEL TO: White Construction, Inc. CONTRACT CHANGE ORDER NO.: 2 3900 East White Avenue. DATE: November 16, 2018 Clinton, IN 47842 PROJECT NAME: Main St and Gray Road Roundabout Carey Rd and Main St. Pathway Extension Grav Rd Multi Use Path CITY P.O. NO.: 100708 CITY P.O. DATE: September 7, 2017 I. You are directed to make the following changes in this Contract: �, a For Project # 16 -ENG -55, Main Street and Grav Road Roundabout At the direction of the City of Carmel, placement of HMA materials on Sunday, August 12, 2018 is authorized. Paving on this date is necessary to achieve opening of the roundabout to traffic before August 14, 2018. SCHEDULED ADJUSTMENT ITEM AMOUNT H OR (-) DAYS 143E, Sunday, 8/12/2018, Premium for Paving $27,842.49 0 II. 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.: W.D.C.: N/A The changes result in the following adjustment of Contract Price and Contract Time: Contract Sum prior to this Change Order $3,656,909.57 Contract Sum will be increased/desFeased by this Change Order $27,842.49 New Contract Sum including this Change Order $3,684,752.06 Contract Time Prior to this Change Order 5/15/2018 Substantial Completion Date Days 5/30/2018 Final Completion Date Days Net increased/decreased resulting from this Change Order 0 Days Current Contract Time including this Change Order 5/15/2018 Substantial Completion Date Days 5/30/2018 Final Completion Date Days This Change Order is for full and final settlement of all direct, indirect, impact costs and time extension incurred at any time resulting from the performance of the changed work. The Above Changes Are Recommended: DLZ Indiana, LLC, Engineer 157 E. Maryland St. Indianapolis, IN 46204 Date /4ivr,A/7i&_ The Above Changes Are Accepted: White Construction Company, Inc 3900 East White Avenue Clinton, IN 47842 By G7� Phone 3/7- Tor - / 0,, Date /112 0/ 11 Approved: C4 oeo o -� James Brainard, Mayor JereIngineer I shman, PE, Ci ATTEST: Treasurer ((7!(l Date: /V PROJECT NO: 16 -ENG -55,16 -ENG -97,16 -ENG -109 CONTRACTOR: White Constriction Co. INSPECTION CONSULTANT: DLZ Indiana BID AMOUNT: $1.672,000.00 BID DATE: 09/01/17 CONTRACT CHANGE ORDER NUMBER FORESEEN OR UNFORESEEN TOTAL FORESEEN AMOUNT TOTAL RUNNING UNFORESEEN TOTAL OF AMOUNT CHANGE ORDERS DESCRIPTION OF DATE CHANGE ORDER BOARD APPROVED NEW CONTRACT AMOUNT % OF CHANGE ORDER FORESEEN % OF CHANGE ORDER UNFORESEEN 001 FORESEEN $84,909.57 $84,909.57 Owner directed changes for 16 -ENG -55 for Modular Block Wall $3,656,909.57 2.37% 2 FORESEEN $27,842.49 $112,752.06 Sunday Paving Premium $3,684,752.06 3.16% $112,752.06 Original Bid Amount $3,572,000.00 Total Change Order(s) Amount $112,752.06 Total Foreseen Change Orders $112,752.06 Total Unforeseen Charge Orders $0 Total % Change Orders vs. Bid Amt. 3.16 $3,684,752.06 3.16% T A G,$ 41 Summary Sunday Paving Adjustment, 16 -ENG -55, Main St and Grey Road, ChanIze Order #4 From Page 5 Crew Payroll, Plant Fee and Trucking Subcontractor Fee $18,971.50 From Page 5 Mechanic on duty and lowboy fees $4,404.58 From Page 5 White Foreman cost $960.00 From Page 5 White 15% mark-up of sub -contractor fees $3,506.41 TOTAL $27,842.49 7/7wHITE TIME & MATERIAL WORK AGREEMENT 7AG1 5 T&M #11 CUSTOMER: City of Carmel DATE: 8/15/18 DESCRIPTION OF WORK PERFORMED: Midwest Asphalt 8/11/12 & 8/12/2018 Premium JOB #: 16 -ENG -55 (WCI Job No: 16015-110) EOUIPMENT RATES DO NOT APPLY TO SNOW REMOVAI EQUIPMENT (OPERATOR NOT INCLUDED) DESCRIPTION RATE H HR TOTAL ( ) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $000 $0.00 $000 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $000 $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 $000 White Construction Company, Inc. By: Printed: Title: EFFECTIVE DATES: Strai ht Time Time +2 Premium Only LABOR RATE HRS RATE HRS TOTAL LABORER $58.00 $0.00 _ PIPE LAYER $59.00 $0.00 OPERATOR $74.00 $0.00 DRIVER $60.00 $0.00 FOREMAN $9100 $0.00 SUPT T $96.00 8.0 $2400 1 80 1 $960.00 FOREMAN & SUPERINTENDENT RATES INCLUDE TRUCK/PHONEIMISC MATERIALS & SUPPLIES QTY. UNIT PRICE ($) TOTAL $000 $0.00 _ $0.00 $0.00 $0.00 MARKUP OF 15% OF MATERIAL $0.00 TRUCKING CO. HRS. # TRUCKS PRICE ($) TOTAL $0.00 $0.00 _ $0.00 $0.00 MARKUP OF 15% OF TRUCKING $0.00 SUBCONTRACTORS WORK PERFORMED QTY PRICE $ Midwest Paving Sunday Crew Premium LS $18,971.50 Sunday Super, Mach, Lowboy IS $4.404.58 MARKUP OF 15% OF SUBS $3,506.41 EQUIPMENT RATES APPLY TO EQUIPMENT ON SITE ONLY, AN ADDITIONAL MOBILIZATION CHARGE WILL BE ADDED FOR ANY EQUIPMENT REQUIRING MOBILIZATION ALL MATERIALS WILL BE BILLED AT COST PLUS 15% ALL SUBCONTRACTORS WILL BE BILLED AT COST PLUS 10% HOURS ABOVE 8 PER DAY AND ALL DAY SATURDAY ARE BILLED AT 1 5 TIMES THE STANDARD RA -E SUNDAYS ARE A- 'DOUBLE TIME MINIMUM CHARGES MAYBE REQUIRED Authorizing Party By: Printed: Title: TOTAL: $27,842.49 AN&. MIDWEST --PAVING- Midwest Paving Project No. I Name: Midwest Paving Change Order No: Date Work Completed: Description of Work: 16105 River Road, Noblesville. Indiana 46082 Phone: (317)776.8925 Fax: (317) 776-8921 170075 - Carmel Main Street & Gray Road Roundabout CREW PREM TIME SUNDAY 08/12/18 Sunday Work - Premium time for regular paving crew Qty, Ea. Hours Used Hourly Rate Extension Description Oty Ea Hourly Rate Hours I LABOR (Rates are valid from 4/112018.313112019) 4 Ton Skid Steer (Cat 262) $53.78 $ Mill Head (Cal PC205) Trade Qty Ea Straight Time Hours Time &One Hall Hours Double Time (Premium Only) Hours Fringe Extension Laborer (7) 1 S 23.72 $ 35.58 $258.51 S 23.72 80 $ $ 1,897.60 Operator 6) 1 S 34.80 $ 5220 $165.45 $ 34.80 64.5 $ $ 35.80 24.5 S $ 2,244.60 $ 877.10 Foreman (2) 1 $ 35.80 $ 53.70 S EQUIPMENT - (Operator not Included) Qty, Ea. Hours Used Hourly Rate Extension Description Oty Ea Hourly Rate Hours I Extension 4 Ton Skid Steer (Cat 262) $53.78 $ Mill Head (Cal PC205) 531.03 $ 5 Ton Roller (itamm HD14VV) $66.18 S 10 Ton Roller Hamm HD+90VV) $107.55 $ 10 -Fool Paver (Vogele 22197) $258.51 $ 8 -Foot Paver $206.81 $ Path Paver $165.45 $ Widener (SP -8 Midland) $126.18 S Transfer Mach. (Weiler E1250A) $530.04 S 14' Mill $458.41 $ 10' Grader (Fiatallis FG65C) $67.94 $ 12' Grader (Cat 140) $122.33 $ Kettle (260 gal) $58.90 $ Pickup Truck $29.31 $ Utility Trailer $14.49 $ Lo,.,Iooy $196.53 $ Service Truck 536.17 $ Distributor $69.12 $ Broom $64.12 S Pipe Van/Conex Box $31.94 $ 4x4 Backhoe (Cat 420E) $68.25 $ Excavator Hoe Pack $37.23 $ 36" S I. Drum Smooth Roller (Cal CP44) $82.08 S 20 M•Ton Excavator (Cat 320) $132.72 $ 25 M -Ton Excavator (Cat 325) $165.45 $ 19 M•Ton Excavator (Cat 329) $184.07 S 30 M -Ton Excavator (Cat 330) $194.40 $ 36 M -Ton Excavator Cat 336) $208.88 $ 45 M•Ton Excavator (Cat 345) $276.33 S 49 M -Ton Excavator (Cat 349) $308.14 S 85 M•Ton Excavator (Cal 385) $543.90 $ Loader(Cat930K) $103.41 S 21,000 Ib. Dozer (Cat D5K) $93.07 5 40,000 Ib. Dozer (Cat D6N) $155.78 S 11 CY Scraper (Cat SC613) $186.13 S 17 CY Scraper (Cal SC615) $248.17 $ 185 HP Tractor & Disk $153.04 S 250 HP Tractor & 17 CY Scraper _ $187.17 S 25 -Ton Off Road Truck $238.86 $ 30 -Ton Off Road Truck $266.79 $ 35 -Ton Off Road Truck $307.65 $ 40 -Ton OH Road Truck $330.89 S Subcontractors Qty, Ea. Hours Used Hourly Rate Extension Description Ory Ea Hourly Rate Hours Extension Trucking (Premium Only) 10 TRUCKS i S 77.00 92.25 S 7,103.25 T Mill (Daily Rale) $ 7,200.00 $ 4' Mill (Daily Rate) $ 4,800.00 S Plate Compactor $ 5 - S Auto Level S - 4.17 $ $ MATERIALS Materials Used (Units) Ory Ea Rate Extension Plant Fee 1 $ 3,750.00 S 3,750.00 S S - S - S - S - $ $ Small Tools Qty, Ea. Hours Used Hourly Rate Extension Chainsaw $ 3.42 S Chopsaw S 3.42 S Leaf Blower $ 1.17 $ Plate Compactor $ 19.86 S Auto Level $ 4.17 $ Pipe Laser S 6.48 S 5 KW Gen. S 5.08 S Trench Box S 14.74 S Manhole Box $ 13.77 $ 2" Gas Pump $ 4.43 $ 3" Pump -No Gen. 24 hr. $ 5.37 $ 3" Pump (Daily) S 105.00 S 4" Pump -No Gen. 24 hr. $ 10.26 $ 4" Pump (Daily) S 125.00 $ 6" Pump -No Gen. 24 hr. S 11.93 $ 6" Pump (Daily) S 350.00 S 20 KW Gen. 24 hr. $ 12.51 S 40 KW Gen. 24 hr. $ 21.89 $ 56 KW Gen. 24 hr. S 27.23 $ 100 KW Gen. 24 hr. $ 38.57 S 150 KW Gen. 24 hr. S 54.52 $ 200 KW Gen. 24 hr. $ 66.18 $ 12" Chipper S 74.83 $ Walk Saw (Daily) 5 400.00 $ P. Washer (Daily) S 325.00 S Billing Summary Labor 5,019.30 20% 1,003.86 FICA, WC, UTA 20% 1,003.86 Equi ment & Small Tools 12% Material 3,750.00 12% 450.00 Subcontractor 7,103.25 Up to 3K: 10% 300.00 After 3K: 7% 287.23 Bond 0.0% TOTAL $ 18,917.50 /6 PA I I s 1A ;r ZAR - ��. •;rb/ I.. Zrrk r�.% ', � �� r1(�ts�.gdy .t. "J�9'� -�,,, 'f �� -I Far.�a3a�{ I�;+a��h uo 3c; �o a;S agaIduao: A?Zj i t?+a;� I I uo:tdu35a� s=01 I /'�f✓ 1 O� J t �� Palajdu03 SW711 Ile �+n�srp� 4 F 3' t t' n 1 • - I "tz:fg y ,j 1 1175 W94! 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I .... ............ ....... . . .......... ... . ....... ..... I ........ . . ... . ..... ....... I ..................... ............... ............. . ....................... ........... . ........ ......................... * ........... I ............... . ........ ... . ........... ............ ........................ .. . ... . ................. ........................ .. I ............ . . ... ... . ....... . . ............ . ...... . ........ .. . ..................... .............. . ...... ........................ . . . ................ ........ . ......... .. ........... ............ ............ . ........... ...................... Items completed JOB Description Item# Qty ComPlike Sta. or Location Material Received r— -it., .... ......... . . . . .................................................... . .............. ............................ ...... .............................. ......... ..................... . ......... I ........ ... . .7-7.7 . . ..... ...... ...... . ... . ... . ......... .. ......... - e-�� .... ......... .................. .... ...... ?.. . . ...... ...... ....... . ......... I . .......... ............... ........... ............... ..... . . ....... ........ . ........................................................................ . . . . ... ............. ... . ..................... ..... . ....... ....... ........ . . . .............. t ............ ... . .......................................... I- Notes I (County f4 Am, I Top,L Foreman: frt�,l I IDate�� w MIDWEST Midwest Paving Project No. / Name: Midwest Paving Change Order No: Date Work Completed: Description of Work: 16105 River Road, Noblesville, Indiana 46062 Phone: (317) 776.8925 Fax: (317) 776-8921 170075. Carmel Main Street & Gray Road Roundabout 08/12/18 P1444 � Sunday Work - Superintendent, Mechanic, Lo,.,AM Oty. Ea. Hours Used Hourly Rate Extension LABOR (Rates are valid from 411/2018.3/3112019) Description Oty Ea Trade Oty Ea Straight Time Hours Time & One Half Hours Double Time Hours Fringe Extension Laborer $ 23.72 $ 35.58 $ 47.44 $ 15.16 S Operator 1 S 3480 S 52.20 S 6960 13.5 S 18.46 S 1,188.81 �4"er+nte46e# 4- $ 48.00 $ 7200 9 96." 44 S 48.4 6, 1-259.88 EOUIPMENT - (Operator not Included) Oty. Ea. Hours Used Hourly Rate Extension Description Description Oty Ea Hourly Rate Hours Extension I Ton Skid Steer (Cat 282) MITI (Daily Rate) $53.78 $ Mill Head (Cat PC205) $ 4,800.00 $31.03 S i Ton Roller (Hamm HD14VV) S - $6618 $ 0 Ton Roller (Hamm HD+90VV) 4.17 $107.55 _ $ i0 -Foot Paver ele 22197) 6.48 $258.51 $ /.Foot Paver 5.08 $206.81 $ 3ath Paver 14.74 5165.45 $ .Videner (SP -8 Midland) 13.77 $126.16 $ Transfer Mach. (Weiler E1250A) 4.43 $530.04 $ :' Mill 5.37 $458.41 S T Grader (Fiatallis FG65C) 105.00 $67.94S 4" Pump -No Gen. 24 hr. 12' Grader (Cat 140) 10.26 $122.33r43 S Kettle (260 gal.) 125.00 $56.90S 6" Pump -No Gen. 24 hr. I'ickup Truck 1 $29.31$ 322.41 ltili Trailer 350.00 $14.49S 20 KW Gen. 24 hr. . owboy with Operator !:erviceTruck 1 $196.53 $36.17 S 2;564.6 $ - ^~ klechanic Truck 1 $99.12 13.5 $ 1,338.12 room 27.23 $64.12 $ ., pe Van/Conex Box 38.57 $31.94 $ 'x4 Backhoe (Cat 420E) 54.52 $68.25 $ i xcavalor Hoe Pack 66.18 $37.23 S 6" Sgl. Drum Smooth Roller (Cat CP44) 74.83 582.08 $ 3 M -Ton Excavator (Cat 320) 400.00 S13272 S 5 M -Ton Excavator (Cat 325) 325.00 $165.45 $ 9 M•Ton Excavator (Cat 329) $184.07 $ 0 M -Ton Excavator (Cat 330) $194.40 $ 3 M -Ton Excavator (Cat 336) $208.88 S :5 M -Ton Excavator (Cat 345) $276.33 $ :9 M -Ton Excavator (Cat 349) $308.14 S ,5 M•Ton Excavator (Cat 385) $543.90 $ oader (Cat 930K) $103.41 S 1,000 Ib. Dozer (Cat D5K) $93.07 S 3,000 lb. Dozer (Cat D6N) $155.78 S 1 CY Scraper (Cal SC613) $186.13 $ 17 CY Scraper (Cat SC615) $248.17 $ 195 HP Tractor & Disk $153.04 $ 50 HP Tractor & 17 CY Scraper $187.17 $ 5 -Ton Off Road Truck $238.86 $ ,-)-Ton Off Road Truck 5266.79 S 5 Ton Off Road Truck $307.65 S ,4 )-Ton Off Road Truck $330.89 S Subcontractors Oty. Ea. Hours Used Hourly Rate Extension Description Qty Ea Hourly Rate Hours Extension T rucking S 102.00 $ MITI (Daily Rate) S 7,200.00 $ Mill (Daily Rate) $ 4,800.00 $ Compactor $ S - 5 IPIate Auto Level S - 4.17 $ $ 786.1: MATERIALS Materials Used (Units) Qty Ea Rate Extension S S S - S - S Small Tools Oty. Ea. Hours Used Hourly Rate Extension Chainsaw $ 3.42 S Chopsaw $ 3.42 $ Leaf Blower $ 1.17 S Compactor $ 19.86 5 IPIate Auto Level S 4.17 $ Pipe Laser $ 6.48 S 5 KW Gen. $ 5.08 S Trench Box $ 14.74 S Manhole Box S 13.77 S 2' Gas Pump S 4.43 S 3" Pum No Gen. 24 hr. $ 5.37 $ 3" Pump (Dail) $ 105.00 $ 4" Pump -No Gen. 24 hr. S 10.26 S 4" Pump (Dail) S 125.00 S 6" Pump -No Gen. 24 hr. S 11.93 S 6" Pum (Daily) $ 350.00 $ 20 KW Gen. 24 hr. $ 12.51 S 40 KW Gen. 24 hr. S 21.89 S 56 KW Gen. 24 hr. $ 27.23 $ 100 KW Gen. 24 hr. $ 38.57 S 150 KW Gen. 24 hr. $ 54.52 S 200 KW Gen. 24 hr. S 66.18 S 12" Chipper S 74.83 S Walk Saw(Daily) $ 400.00 $ P. Washer (Daily) J S 325.00 S Billing Summary Labor 2,447.87 20% 489.57 FICA, WC, UTA 20% 489.57 Equipment & Small Tools 4,215.42 12% 505.85 25%. Subcontractor Up to 3K: 25% After 3K: 25%. Bond 0.0% TOTAL S $4,404.58 P� 5 Daily Work Sheet Name Union Class Rel ? Hours oft7ae Equip. opor Hours Meter Rdg Trucks Rett Hours . tod. 03 oP 11 _ r (r V.S L)" DAL 01\1 0 A -SDFP,, - l) ', 610 Pt,.S q- - CDL Driver's Name Start Time Stop Time Notes Name Job Date: .� Aman Weather :s ;405 Daily Work Shoot N8rY,1,e[ Union Class Rs ours bf fca Equlp. Oper Houra Meter Adg Trucks fief# Houra ry Q r'3DL Driver's Name Start Tune Stop Time Notes �i�'i G1�Ti�t G`GU s•� `� Items 0 m leted . Materials Received -Re-f.' Description QtV Com lets Station or Location MU - Qty. -Item - Source - Refd L 'Jame Zuc"'Ra Joh # _ aman Weather 71 j4.3 Date;