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HomeMy WebLinkAboutAECOM - CO#3 FY17 CIP Pipelining Phae IIIA - 1/16/2018AECOM 501 Sycamore Street Suite 222 Waterloo, Iowa 50703 vr`vw.aecom coin January 4, 2018 Mr. Steven Hoambrecker, PE Waste Management Services City of Waterloo 3505 Easton Avenue Waterloo, Iowa 50702 Subject: Pt 2017 GIP Pipelining NUM IIIA Charity) Orclie No. 3 City of Whiter loo, Iowa City Contract No. 919 AECOi `I V60504645 Dear Mr, Hoambrecker: 319-232-6531 tel 319-232-0271 fax The purpose of Change Order No. 3 is to reconcile the Project Quantities to the Final Quantities (see attached Change Order No. 3 Tabulation). This is the final change order for this project. AECOM has reviewed the work described in this change order. We recommend the City of Waterloo approve Change Order No. 3 for the project deduction of-$47,734.08. After applying the Change Order No. 3 deduction, the Final Contract Cost is $1,545,675.43. The Final Contract Cost is an increase of 5.46% over the Original Contract Cost of $1,465,634.00. Yours sincerely, Christopher O. Oelkers, P E. Enclosure: Change Order No, 3 Tabulation P:1605433691600_Construction_Support101-PH 11IA1570_Change-Orders\CO NO 3\20180104 Wat C1PP PH IlIA - Change Order No 3 LIR doox ,N<\0 Change Order No, 3 FY 2017 CIP Pipelining Phase ILIA City of Waterloo City Contract No. 919 maws Project No: 60643369 Thursday, January 04, 2018 Arm t�OM NO. i DESCRIPTION UNIT FINAL CONTRACT ADJUSTMENT UNIT PRICE c-ON4i!CO 42ttentth► Na a tt tilitct Co 1,..m FINAL QUANTITY ouin114 Ad1u� Coat Adjust FINAL AMOUNT r 1 11.t141 Dbmeter CPP Ppe USN, LF S23 50 14,7140 $ 347,035.50 14.380.1 , -4129 $ 19103.15 . F 337,932 35 2 10401 Diameter CIP Ppt Lining is 524.50 2,013 0 >a 49.318. SO 2,843 4 r;3D 4 3 15.444 80 5 64,763 30 3 t24001%01ameI4r CIE Pipe twag 1! $31 60 2,567 0 $ 00,703.00 0,07b 0 -460 0 $ 05,309 QO $ 85,394 00 3A ti�tf 16•10!0 Dlsater m Cif' Pipe Limp LF f48 00 397.0 $ 19,D56 60• 3110,7 • 1 7 S . 81 6r1! $ 19,137 60 4 161rat Damr0er C1P 1:00 (.ht.4 LF $50 50 955 0 $ 63,967 50: 1,218 7 283.7 $ 104905 5 68,056 55 5 21000 Oiemat©r CIP Pipe t,ilL$$Q LF $75 50 747.0 ' $ 58, 098 60.: 78f '1 I. 33.3 3 2514 15 $ 58912 65 0 244 et Dirmnetar CIP Pipe 100109 LF 5105 50 438.0 $ 40.209 CO 1232 -314 8 3 (03.211 40i 12,991 OO ' 8A 77-11144 Diatnettr CtP Pot trim. LF $170 00 131 0 $ 22.27000 131 0 ' 0 0 3 3 22.270 .? 7 )341114-b Dhinierer Cif' Pipe Lining, IF $220 50 492 0 $ 106,400 00 495 0 3 0 $ 661 50 $ 109,14 7 50 $ POO T . 8' LF $0 50 29,5800 $ 14,703.00 29,2172 -368 8 $ 1184 40' $ 14,t 60 9 Alps ToliMStrig • 113' LF SO 60 4,0280 E 2.013 00 b, ett $ 1.280 8 4 630 40 $ 2.843 40 -1Z• LF $0 50 5.124 -s - 0 1 2 002 00 4,212 0 •912.0 $ 04400 $ 2.103.130 10A 190 Unit -15 LF 50 50 794.0 $ 397.00 797.4 3 4 3 1. 70 f 393 70 $0.50 _ 1.9100 $ 055 00 7.437,4 4 • 517.4 $ 263 70 $ 1,21870 11 , Apo Ttr tvntiso • tlaf' LF 12 t Pipe Totevising - 21' - LF • $0 75 t*220 r! 5 91500 1.651 6 331 6 $ 248 70 $ 1.183 70 13 Poo TNtvislnq • 24' LF $0 75 1,4120 5 1,1354 00 the. 706 3 -705 7 • 3 1529.78 $ 529'/3 14 'Pt* Teksvistng • 38" LF $0 75 004.0 $ 738 Oa 990 0 6 0 $ 4 50 S 74250 15 1Pi911Crioresa-6' IF $100 14.793.0 $ 14,793 O0 14,637.1 44.1 3 4410 E 14,837 10 10 POI Cl4ardeg - Ur' L0 31.00 2,013 0 $ 7.013 00 t843 4 030 4 $ 830 40 $ 2.043 40 17 11.0 Cleaning - 17 IF $1 00 2,5f12 0 $ 2,552 OD 2,1013 0 -428 0 S {1400• S ?,13t1 lz7 17A' Onnan . 16" LF S t 00 397.0 3 397 00 399.7 1 7 $ 1.70 $ 306 70 18 Pige Cleaning ft0pt -10- IF Si 00 955 0 $ 955 00 1,2417 263 7 S 263.70 $ 1,216 70 19 Cis,►rt • 2r IF $2 00 610 0 4 $ 1,22000 908 3 no 3 S 696 00 S 1,010.60 20 P441 t + ` 24" If El 00 706 0 $ 1,412 00 706 3 0 3 S 0 60 $ 1,412 H9 21 Poe Civa> -38' LE $500 4920 ' $ 2.46000 _ 4950 00 $ 1500 $ 2,475CO S2 60 1,308 0 i 3,270 Cd.', 8,310'2 7.002 2 $ 17.505 SO $ 20.77550 22 Type C Root Removal - 8'-10' LF 23 foil C Root Removal • 12' w LF $2 50 196 0 3 490 0t1 650.1 454 1 S I,135 25 S 1,625 25 w24 Ty$l► C Root Removal • 15024" If $13.00 170 0 $ 1,010 00 2130 7 110 7 $ 004 20 R 1,084 70 25 :Ty!). C Root Rarnoval - 343" LF 00 310 57.0 $ 570 00 0 0 -67 0 F 1570. • • 3 20 t.ctbtal RoInstalement EA $76 00 420 0 $ 31,600 GO 397 0 .23.0 s i1.72$ I $ 29,775 00 27 SFT Leter,ll GroutIng EA 3245 00 408 0 $ - G9,470.00 321.0 83 0 $ 120.$2S.00 S 70,64$.00 211 ►� htto4 ins P t�tbn �A 1:4� Ofl Oa9 0 S 27,258 Cif 03$ 0 -10 Q $ (420 Ott $ 26,038 00 29 �i k3!{nalcMm gSeat EA 531000 3870 3 110.0m004. 37110 -80 3 12,460';: $ 117,40000 30 d4nhot Barrel-10101 Leek Repair EA i4$900 2550 $ 177,744.00 281.0 lb s 171i85.00 s t45,2OSQO 31 >0 Lining EA $945 00 208 0 S 1R4.f!00 00 173 0 -35 0 $ (33,075.00 3 103,405 tit) 32 C)t$tA Work EA 3473_ 00 78 0 S 30,004 00 - 74 0 -4 0 $ 11,492.00 $ 35,002 00 33 Ii. IGtt nays Manhole Work LS.. 1.30.240.00 IA) $ 30,240.00 1 0 0 0 e • $ 3t1,241100 33A Aktyptrtttous Menhatt Work - CO NO, 1.8 518,797. 50 10 t 16,797 50' 1 0 00 $ S 16.79/. 50 33E3 COristrtrct tnslde btoill - 0 In 8 VF EA $I,ss$Q, oo 1 0 S 1$S4 00 1 0 00 $ - 5 1.650 00 - 3 C*G 3` MN 00-09.05 - Wel Weil t.5 $23,475.00 1 0 3 23,475 fro 1 0 0 0 - $ 3 23.475 Gt! 35 Tr1M4iOr%Lines Sits Work LS $26,906 00 10 f S 25,905 0D l 1 0 0 0 s • 1 2.5,206 00 `30 I'I04811Arlstrtl CIPP Work LS 317.318.00 I 0 $ 17,318 00 1 0 0.0 5 S 17.318 00 1 _ Original Contract 1,4410,834,001 Change Order No. 1 Total • 1,4$1,eate j Change ... -0,0664 r-- Change Order No. 2 $ t41t714.00 1 693 401/.6O4 Change 872% Change Order No. 3 Total L,47,734.08, final Contract Cost $ 1,64¢,8U5.43 • f 1 13+t� 875. Chang* 6.46% fr-keutLYIA tkr) intoff ClIthtophirf 0 4e�irss. AECOM, fl,*t talprin! City Contract No 919 Data Date 01la* 1 ti 01704109 P-.1505433691600_Consthuction_8upp0r001-PH IltAk670 Change-OrhdersACO HO 34Wat CPR P11 IDA - CO NO 3 xrsxjvO 3 "Le