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HomeMy WebLinkAboutWhite Construction/Eng/CO #9/52,433.48/Main Street and Gray Road, Main St Multi-Use Pathway, Carey Rd and Main St Pathway Extension– Project #16-ENG-97, 16-ENG-109 and 16-ENG-55 5, City 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'#9 ' For 16-ENG-55,this change order compensates the contractor for work on the Gray Rd approach into Christ Church to correct severe drainage issues. Contract Price:prior to this Change Order $3,942,355.26 Contract Price will be increased by this Change Order $52,433.48 New Contract Price including this Change Order :. $3,994,788.74 Amount Adjusted Contract Cumulative%Change Price from Original Contract Original Contract $3,572,000.00 • N/A CO1 $84,909.57 $3,656,909.57- 2.37% CO2 $27,842.49 $3,684,752.06. 3.13% • CO3 <$1,830.60> $3,682,921.46 3.11% C04 $6,636.65 $3,689,558.11 3.30% CO5 $159,546.80 $3,849,104.91 7.77% C06 $44,722.70 $3,893,827.61 8.26% CO7 $21,9.50..15 $3,915,777.76 9.62% CO8 : $26,577.50 . . . $3,942,355..26: 10.37%. CO9 $52,433.48 $3,994,788.74 11.84% -41 CITY OF CARMEL TO: White Construction,Inc. CONTRACT CHANGE ORDER NO.: 9 3900 East White Avenue. DATE: January 31, 2020 Clinton, IN 47842 PROJECT NAME: Main St and Gray Road Roundabout Carey Rd and Main St. Pathway Extension Gray Rd Multi Use Path CITY P.O.NO.: 100708 CITY P.O. DATE: November 22, 2018 I. You are directed to make the following changes in this Contract: For Project# 16-ENG-55,Main St and Gray Rd Roundabout This change order summarizes work done on Gray Rd for the drive approach into Christ Church. After construction was complete on the base project at Main St and Gray Rd, the entrance to the church had serious drainage issues that affected the driveway and trail crossing. At the Direction of the City of Carmel, the approach drainage issues were to be resolved. The drive approach and surrounding area were re designed to arrive at a solution. This resolution included the addition of 12"pipe, a C-4 manhole, J-10 inlet with casting, removal and replacement of curb and gutter, and reconstruction of the drive approach with HMA. Included in this change order is work on the eastbound left turn lane into Carmel Lutheran Church. HMA wedge and level with HMA surface was placed to take out a dip in the road. Additionally, the last 115' of the trail north of the drive approach was completed. It was delayed due to R/W acquisition and delays by AT&T in lowering their service and adjusting their manhole to finish trail grade. See Attachment A. SCHEDULED ADJUSTMENT 11FM AMOUNT (+) OR(-)DAYS SEE ATTACHMENT 'A' 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 - $3,942,355.26 Contract Sum will be iamed/decreased by this Change Order $52,433.48 New Contract Sum including this Change Order $3,994,788.74 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 The Above Changes Are Approved: Recommended: Accepted: DLZ Indiana,LLC, White Construction At4- V\iP_ Engineer Company,Inc James Brainar ,Mayor 157 E. Maryland St. 3900 East White Avenue Indianapo is IN 46204 Clinton,IN 47842 Mary n Burke Member _A By tson,Member NOW ' . -al-f582J Phone!/7-6-0P /ssg J emy has an,PE, Date.iJ4 NL 2� Date 2-AA02 0 ity Engineer ATTEST: SUE WOLFGANG,CITY CLERK 11lJLlJ 111 Vl'- --- Date: lq o76.6 PROJECT NO: 16-ENG-55,16-ENG-97,16-ENG-109 CONTRACTOR: White Construction Co. INSPECTION CONSULTANT: DLZ Indiana BID AMOUNT: $3,572,000.00 BID DATE: 09/01/17 CONTRACT FORESEEN TOTAL TOTAL RUNNING DESCRIPTION OF DATE NEW %OF CHANGE %OF CHANGE CHANGE ORDER OR FORESEEN UNFORESEEN TOTAL OF CHANGE ORDER BOARD CONTRACT ORDER ORDER NUMBER UNFORESEEN AMOUNT AMOUNT CHANGE ORDERS APPROVED AMOUNT FORESEEN UNFORESEEN Owner directed changes for 1 FORESEEN $84,909.57 $84,909.57 16-ENG-55 for Modular $3,656,909.57 2.37% Block Wall 2 FORESEEN $27,842.49 $112,752.06 Sunday Paving Premium $3,684,752.06 3.16% 3 FORESEEN <$1,830.60> $110,921.46 HMA Final $3,682,921.46 3.11% Quantities/Adjustmants . 4 UNFORESEEN $6,636.65 $117,558.11 Sanitary Manhole Reline $3,689,558.11 0.19% 5 FORESEEN $159,546.80 $277,104.91 Christ Church Wall $3,849,104.91 7.58% 6 BOTH $13,414.89 $31,307.81 $321,827.61 Various T&M Work $3,893,827.61 7.29% 1.06% 7 FORESEEN $21,950.15 $343,777.76 _ Beech St/Carey Rd $3,915,777.76 8.65% 1.06% 8 FORESEEN $26,577.50 $370,355.26 HMA Final $3,942,355.26 9.31% 1.06% Quantities/Adjustmants _ 9 FORESEEN $52,433.48 422,788.74 Christ Church Drive $3,994,788.74 10.78% 1.06% Approach $384,844.28 $37,944.46 $422,788.74 $3,994,788.74 10.78% 1.06% Original Bid Amount $3,572,000.00 Total Change Order(s)Amount $422,788.74 Total Foreseen Change Orders $384,844.28 Total Unforeseen Change Orders $37,944.46 Total%Change Orders vs.Bid Amt 11.84, AT'T4 CAI Mewl' Item '-Description Quantity Unit Unit Price "Extension 005 Curb Removal `- , 96.0 LFT $7.00 '$672.00. 037 ,Sidewalk,Concrete,'4 ;. 11.5 ;A'- SYS „$46.00 „$529.00, 041 .Curb;Concrete 3.5 LFT $22.50 ."$78.75 044 Curb,Concrete, Depressed. 16.0 LFT $46.00 $736.00 _ 060, . Pipe,Type 2,Circular, 12" 19.0 :" LFT $35:00 $665.00 070 Inlet,J-10 „ 10 " ,EACH, $3,000.00 : $3;000.00 073 Manhole,C-4 1.0 EACH $3,500.00 $3,500.00 183E Thermoplastic,Solid,White,4" Christ Church 303.0 LFT. : $4.00 $1,212.00 184E Thermoplastic,Solid,Yellow,4"Christ Church 231.0 LFT $4.00 : $924.00 185E Thermoplastic,Arrows Christ Church 2.00 EACH . $175.00 $350.00, 186E Line,Thermoplastic,Stop.Line,24"Christ Church . 15.5 LFT $20.00 .$310.00 187E Curb Turnout,Christ Church . : 1.0 . EACH $1,500.00 $1,500.00 188E Mobilization/Demobilization,Christ Church 1.0 LSUM $4,000.00 $4,000.00 189E Inlet, E-7,w/Beehive Casting, Christ Church 2.0 EACH. $2,500.00 $5,000.00 190E Maintenance of Traffic, Christ Church . 1.0. .. LSUM $1,500.00 :: . $1,500.00 191E Construction Engineering,Christ Church 1.0 LSUM $1,000.00 $1,000.00 192E - Midwest Paving,T&M,Christ Church 1.0 LSUM $27,456.73 $27,456.73 TOTAL CHANGE ORDER#9 .. $52,433.48 16105 River Road,Noblesville,Indiana 46062 MIDWESTPhone:(317)776-8925 --PAVING- Fax:(317)776-8921 lidwest Paving Project No./Name: 170075-Carmel Main St.&Gray Rd.Roundabout lidwest Paving Change Order No: late Work Completed: iescription of Work: lilt&surface of road areas,approach and path paving as shown on exhibit by White Construction 8/26/2019 e-mail ABOR(Rates are valid from 4/1/2019-3/31/2020) rade Qty Ea Straight Time Hours Time&One Half Hours Double Time Hours Fringe Extension aborer 4 $ 24.27 8 $ 36.41 4 $ 48.54 $ 15.86 $ . 2,120.4( iperator .: 3 $ 36.05 8. $ 54.08 4 . $ 72.10 . $ 18.71. $ 2,187.6E oreman 1 $ 37.05 8 $ 55.58 4 $ 74.10 $ 18.71 $ 743.2: QUIPMENT-(Operator not included) MATERIALS escription Qty Ea Hourly Rate Hours. Extension Materials Used(Units) Qty Ea Rate Extension Ton Skid Steer(Cat 262) 1 $55.39 :. 6 $ 332.34 Intermediate 19 mm(Ton) 27.5. $ 47.00 $ ..1,292.5( fill Head(Cat PC205) 1 $31.96 6 $ 191.76 Surface 9.5 mm(Ton) 34.23 $ 52.50 $ -1,797.0E Ton Roller(Hamm HD14VV) 1 . $68.17 6 . $ . 409.02 Tack(gal.). . 27 $ . 2.25. $ . 60.7E D Ton Roller(Hamm HD+90VV) 1 $110.78 6 $ 664.68 $ - D-Foot Paver(Vogele 2219T) $266.27 .. $ $ - -Foot Paver 1 $213.01 6 $ 1,278.06 $ ath Paver $170.41 $. . . .. $ lidener(SP-8 Midland) • : $129.94 $ $ - ransfer Mach.(Weiler E1250A) $545.94. $ 'Mill 1 $472.16 6 $ 2,832.96 Small Tools Qty.Ea. Hours Used Hourly Rate Extension 0'Grader(Fiatallis FG65C) . . $69.98 $ - Chainsaw . . : $ 3.52: $ . - 2'Grader(Cat 140) $125.99 $ - Chopsaw $ 3.52: $ - ettle(260 gal.) $60.67 $ - Leaf Blower $ 1.21 $ - ickup Truck 1 $30.19 12 $ 362.28 Plate Compactor $ 20.46 $ tility Trailer $14.92 $. Auto Level.. $ 4.30 $ owboy 1 :. $202.43 12 $ :.2,429.16 Pipe Laser : $ 6.67 $ - ervice Truck . . 1 $37.26 12 $ 447.12 5 KW Gen. $ 5.23: $. - istributor : • . . 1 $71.19 • :. 6 $ 427.14 Trench Box $ 15.18 $ . - room 1 $66.04 : 6 $ 396.24 Manhole Box $ 14.18 $ ipe Van/Conex Box $32.90 . $ . . . - 2"Gas Pump : $ 4.56. $ . - x4 Backhoe(Cat 420E) $70.30 $ - 3"Pump-No Gen.24 hr. $ 5.53 $ - xcavator Hoe Pack $38.35 $ - 3"Pump(Daily) .. - $ 108.00 $ - 6"Sgl Drum Smooth Roller(Cat CP44) $84.54 $ 4"Pump-No Gen.24 hr. $ 10.57 $ - 0 M-Ton Excavator(Cat 320) $.136.70 $. 4"Pump(Daily) $ 130.00 $. 5 M-Ton Excavator(Cat 325) $170.41 $ - 6"Pump-No Gen.24 hr. $ 12.29. $ - 9 M-Ton Excavator(Cat 329) $189.59 $ - 6"Pump(Daily) $ .360.00. $: - 0 M-Ton Excavator(Cat 330) : $200.23 :: : $ 20 KW Gen.24 hr. $ 12.89 $ 6 M-Ton Excavator(Cat 336) : $215.15 $ - 40 KW Gen.24 hr. $ 22.55 $ - 5 M-Ton Excavator(Cat 345). $284.62 . $ - 56 KW Gen.24 hr. $ ..28.05: $ , - 9 M-Ton Excavator(Cat 349) :' $317.38 $ - 100:KW Gen.24 hr. $ 39.73: $ - 5 M-Ton Excavator(Cat 385) $560.22 $ - 150 KW Gen.24 hr. $ 56.16 $ - oader(Cat 930K) $106.51 : $ 200 KW Gen.24 hr. $ 68.17 $ 1,000 lb.Dozer(Cat D5K). $95.86 $. - 12"Chipper. $ 77.07 $. - 0,000 lb.Dozer(Cat D6N) • $160.45 : $ - --Walk Saw(Daily) $ 415.00: $ - 1 CY Scraper(Cat SC613) : $191.71 $ . . - P.Washer(Daily) $ .335.00: $ - 7 CY Scraper(Cat SC615) .. . :: $255.62 :: - $ 85 HP Tractor&Disk $157.63 $ Billing Summary 50 HP Tractor&17 CY Scraper $192.79 $ - Labor - . 5,051.2f 5-Ton Off Road Truck : $246.03 $ 20% 1,010.2E 0-Ton Off Road Truck $274.79 $ FICA,WC,UTA 20% 1,010.2E 5-Ton.Off Road Truck $316.88: $ Equipment&Small Tools : 9,770.7( 0-Ton Off Road Truck : $340.82 " " $ 12% 1,172.45 Material: 3,150.3: ubcontractors 12% .- 378.0i 'escription Qty Ea Hourly Rate Hours Extension Subcontractor 2,120.0( rucking 2 $ 106.00: 10 $ 2,120.00 Up to 3K: 10% 212.0( 'Mill(Daily Rate) . $ 7,400.00 $ - After 3K: 7% - 'Mill(Daily Rate) $ 4,950.00 .$ . . - Bond. : 0.0% - $ - TOTAL $ 23,87,5.4' ..,10 )S1 !v!/rrt /alitKKp S'8/• i3;.7,ESL' as g �o d = iO n 2 2 5 e� C a O 5 O • P fp o m n �� O 4 e o O CHRIST COMMUNITY CHURCH(PCA).INC. O O 8011THSU010NE N. / / / / �� r— t TW6YADABOUTH Len 21 /� t-- - / / LOT 2 MULTI-US PATH FROM / / PROJECT NO. 16-ENO-55 8 / / 8I / J / / j / • /i / / / P.C. 101+04.51 'PR-TR-3'• / / P.T. 100+93.43 'PR-TR-3' / l / +88.1. 6.4'RE SIR.NO. 123 Beehive Inlet E7 and T of Manhole 4 53 LFT OF 12"PIPE AND 15"Pipe /�/ / Rim Bev.CONTRACTOR TO END PAVING IXCEPTION RIM:800.27 VERIFY 1EW CASTNG P.O.B. 99+99.80 'PR—TR-3' Pic END SECTIONS REQ'D. Inv:798.10'(Upstream) / / +88, 10'LT. SIR.NO. 120A Inv:798.07(Downstresm) INLET F7 ELEVAT XI 0.•.O.T. 82+55.20 'A', 48.24' LT. 1 /, / inv(n,$): 96.83,inv(e):798.92' f Connect with existing T.O.C.=802.87 19550.341,723493.4688 I PJ. 1 7253 tPR-TR-3'= Manhole to East/ 6 / / / 6 LFT OF 12.PIPE(E)AND — — /j OP.OT.83�27.93 A'L4847'LT. _ �!/ L —/ // 6 IFI OF 12.PIPE(W) REQ'D. La awl f/ GRASS - ,� +i✓ 16.1! '//// ED .. a4..,--tiOO'02'3i"W , ' / 1 •L .‹."-EXIST.F _h L-------- ...-coNsrRucn g_aN Lag_____ __Br-- GRASS —` t �� — j ©:r -- t i LINE 'PR—TR-3' t— J — : N0011'OS'E 1 yyy m m Acasm--t — _____ a1ss�- P.C. 1 +51.05'PR-TR-3' m +t%9 - " -��90B2 „ ASFii mI 199 LINE A 90.Beehive Inlet E7 +42, 14 2 RT.STR NO. 119P.L 101+23.76'PR-TR-3'= +80.6,2.4'RT.STR. NO. 120 GRAY ROAD Rim Elevation:800.79' Inlet J10 'G BEEHIVE INLET O.P.OT.83+75.64 'A',28.28'LTNG BEETTNE INLET. inv(w):797.00 inv(n):798.00' RIM Elevation:800.60' ADJUST TO GRADE CAP INLET 11 LFT OF 12"PIPE REQ'D inv:798.10' CURVE DATA CURVE DATA 19559.1076,723488.0059 17 LFT 12"OF PIPE REQ'D PI = 100+7253 'PR-TR-3' PI = 101+23.76'PR-TR-3' 19560.7979,723505.3668 DELTA= 23' 07'3YRT• DELTA= ZZ 53' S8'LT. T. 101+4248'PR-TR-3' R = 105.00' R=95.00' T= 21.48' T= 19.24' 11143)` L=4 L= 37.97' l E= 218' E = 1.93' SE = N/A SE = N/A 1 Q+25.U1�: ©4O d e I;Q ---— :V:�=C ftt- 65OI— �. . ter• ■•.�:rare :•1.,xp 1 1 815 1 i, . , t c OF GRAY ROAD. l__Ai' i,.d . ilr.... ......... _,-.. i imil i•- A:ill' 1 �..I,- 810 --r _ __ inI v, , o i gi 805 ..C,1.::..,.. -•, In ���� _�•n---1.If "--- :0.61.�— . STR.NO. 123( ! r rn - F'P_VIAM-Pif PT1_N——_ _.. . I— �-