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Home My WebLink AboutPW16-067 - Change Order - #1 - Rodarte Construction, Inc. - James Street Pump Station - 08/24/2016 Records7-7 �verne rat KEN1" Document W.s nirvcron ri 1 I oFl � ryi.0 :i CONTRACT COVER SWEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: Rodarte Construction, Inc. Vendor Number: JD Edwards Number Contract Number: PW 16-067—()b2- This is assigned by City Clerk's Office Project Name: James Street Pump Station Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment ❑ Contract ❑ Other: i Contract Effective Date: 2129/16 Termination Date: Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Garrett Inouye Department: PW Engineering Contract Amount: $2,329,398.98 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): Change Order #1 As of: 08/27/14 f KNT w.= , �T.. CHANGE ORDER NO. # 1 NAME OF CONTRACTOR: Rodarte Construction, Inc. ("Contractor") CONTRACT NAME & PROJECT NUMBER: James Street Pump Station ORIGINAL CONTRACT DATE: February 29, 2016 This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: Deductive change order revision 1--Reducing the pipe size from 14 inch to 12 inch to increase availibility of parts for future maintenance and repairs. 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $2,329,398.98 (including applicable alternates and WSST) Net Change by Previous Change Orders $0.00 (incl. applicable WSST) Current Contract Amount $2,329,398.98 (incl. Previous Change Orders) Current Change Order $-18,165.66 Applicable WSST Tax on this Change $-1,725.74 Order Revised Contract Sum $2,309,507.58 i CHANGE ORDER - 1 OF 3 Original Time for Completion 120working days (insert date) Revised Time for Completion under 0 prior Change Orders (insert date) Days Required (t) for this Change 0 calendar days Order i Revised Time for Completion 120 working days (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. i CONTRACTOR: CITY OF,K�ENT: J� By: `'"�� By: r " I! (signature) t � � � �°� ' �Fi (si aturq Print Name: r44,4 1 + � Print Name: iYl t. LtAr� p Its " "i7 P"i t 'Z o>l '' Its RAG ✓ ` (idle) ,I DATE: 7p f DATE: CHANGE ORDER - 2 OF 3 i APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department [In this field,you may enter the eledranlc filepath where the comma has been saved] i I CHANGE ORDER 3 OF 3 ® FILE NO: 200.2 KENT w,= ,.o.o CHANGE ORDER WORKSHEET NO. Construction Management Division - Public Works Project: James Street Pump Station Project No.: 10-3009 Project Engineer: Garrett Inouye Fed-Aid No.: N/A Owners Rep: Phil McConnell Contractor: Rodarte Construction Date: 5/23/2016 I. PROPOSED CHANGE DEDUCTIVE CHANGE ORDER Revision 1; reducing the pipe size from 14 inch to 12 inch II. REASON AND BACKGROUND FOR CHANGE Increase availability of parts for future maintenance and repairs III. METHOD OF PAYMENT NEW PAY ITEM(S) ® Not Applicable Change Order No. _ FOR ACCOUNTING USE ONLY Sch. No. Item Description Total Est. Qty this Unit Unit Price Total Estimated Cost of city PE I Item Independent Estimate Attached I Q CREATE PAY ITEM ONLY - Payment to be made ® i PAY THIS PAY ESTIMATE REQUIRED i_at a later date upon-completion of work _ Material Submittals Required - CC: Construction Coordinator I New Sub Re rd. No DELETE EXISTING PAY ITEM(S) per 1-09.5 ® Not Applicable Change Order No. _ FOR ACCOUNTING USE ONLY Sch. No. I B.I. No. Item Description Qty Unit Unit Price _ Cost of Item —- .-1— .— - --- .-.-. -- - --- I I Independent Estimate Attached -REQUIRED ; ❑ INCREASE/DECREASETO EXISTING PAY ITEM(S) Not Applicable Change Order No. I I _ FOR ACCOUNTING USE ONLY Sch. No. B.I. No. Item Description Qty Unit Unit Price_ ___ Cost of Item 4 4220 120 inch diameter 1 --- — ----- -------- ---- ----- ------ --- LS ($19,891.40) ($19,891.40)- — Storm Water Pump �ntlams. �ydzs tav �Station _-- -- inde pendent Estimate Attached - REQUIRED I E] I i i 1 REV. DATE: 4/01/10 j ® FILE NO: 200.2 KENT TOTAL ESTIMATED COST OF CHANGE ORDER * ($19,891.40) *Total of the Cost of Item Columns THIS PAY ESTIMATE ($19,891.40 IV. WORKING DAYS Original Contract 1120 Due This Change Order* ® Previous Total 120 DATE_. *TEx lanation justification Re cored: Doesn't change critical path TOTAL WORKING DAYS* 120 *This Change Order + Previous Total All work, materials and measurements to be in accordance with the Standard Specifications and Contract Special Provisions for the type of work described. Prepared By: LHk " ! tivw-1 Date: 2 ' Phi r1M1cConn`-I -y , Construction Supervisor: 7 Date: ( I Paul ehne Construction Manager: Date: ' Eric Connor I 2 REV. DATE: 4/01/10 McConnell, Phillip From: Kevin Durrant <Kevin@ rodarteconstruction.com> Sent: Wednesday, April 20, 2016 9:27 AM To: McConnell, Phillip Subject: CO2 12 DIP CHANGE - HDFowler Estimate E294560 DOUGS EMAIL 03-21-16 15.05.29 (002).xls Phil That is fine with me. Thanks Kevin From: McConnell, Phillip [mailto:PMcConnell@kentwa.govI Sent: Monday, April 18, 2016 3:48 PM To: Kevin Durrant<KevinC@rodarteconstruction.com> Subject: FW: 12 DIP CHANGE- HDFowler Estimate E294560 DOUGS EMAIL 03-21-16 15.05.29 (002).xls Kevin, I need to formalize this into a change order. Are you okay with running this spreadsheet as the total dollar figure? Phil McConnell, Owners Representative Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-856-5542 1 Cell 253-261-5685 Imcconnell(a)KentWA gov CITY of KENT, WASHINGTON KentWA.gov Facebook -., YouTube PLEASECJOGYDFn THE ENVSFO.4Pf CIVT IILFOkE PRINTING Tiffs F-PU I. From: Kevin Durrant [ma ilto:Kevin@rodarteconstruction.com] Sent: Tuesday, March 22, 2016 9:31 AM To: McConnell, Phillip Subject: 12 DIP CHANGE - HDFowler Estimate E294560 DOUGS EMAIL 03-21-16 15.05.29 (002).xls Phil Attached is a cost estimate from HD Fowler. I added the three columns on the right for comparison purposes. Doug at HD Fowler revised his take off so not all of the items crossed over correctly. I am going to sit down with him to straighten a couple of items out but dollar wise this will be pretty close (savings of$18,165.66). Will the underground 14" pipe from the new pump station to the old pump station be changed to 12"? If that is changed then there will be a little bit there as well. If we are going this way for sure then I will sit down with him and finalize the take off and get an exact dollar number. Thanks Kevin 1 Bid No:E294560 Page 1 of 1 I� H.D. FOWLER COMPANY Customer: RODARTE CONSTRUCTION INC. Estimate: E294560 Estimator: Doug Solls Bid Date: 3/21/2016 Job Name: 12"DIP CHANGE Location: KENT Line City UoM Description Unit Price Extended Price Unit Price Extended Me Difference 1 2 EA 12 X 6 271EE EPOM FLOWING ARCH EXPJT 832,50 1,665.00 1028.47 2056.94 -391.94 l 2 2 EA RNG481 SET,15D9 RETAINING RING 172.50 345.00 0 0 345DD 3 2 EA CR491 ASSEMBY,LIMIT RODS,2 R005ET FOR 12XB 144.39 288.76 0 D 256.76 4 2 EA 12"ROMAC RESTRAINED FLANGED COUPLING ADAPTER,RFCA 514.92 1,029.84 13.20,STEEL,DIP,SHOPCOATW/STD.B&N,SBR GASKET 701.94 1403.88 -374.04 5 3 EA 12"ADI FLG PIPE SUPPORTSTANDON 4589304 STAINLESSSTEEL 247.55 742.65 430 1290 -547.35 6 2 EA 12"AWWA CSD8 SPRING&LEVER CHECK VALVE,WITH LIMITSWITCH(NEMA 3,780.00 7,560.00 4,UL/CSA SPDT) 4904 9808 4,248.00 7 2 EA 12"X 1'6"FLGXPE SPOOL P401ITNI40 318.00 636.00 369.32 739.64 402.64 8 3 EA 12"X 5'0"FLGXPE SPOOL P401/TN140 703.00 2,109.00 745.15 2235.45 426.45 9 1 EA 12"X 8'0"FLGXPE SPOOL P401/TN140 1,033.00 1,033.00 1214.77 1214.77 -181.77 10 2 EA 12"X WE"FLGXFLG SPOOL P401/711340 1,197.50 2,395.00 1090.91 2181.82 213.18 11 1 EA 12"X 1D'0"FLGXPE SPOOL P401/714340 1,253.00 1,253.00 1214.77 1214.77 38.23 12 1 EA 12"FLANGE AWWA C 504 BUTTER FLG VALVE.,W/HANDWHEEL,(FOR 1,449.41 1,449.41 VERTICAL INSTALLATION WITH GEAR OF&HADWHEELTURNED 90 DEGREES( INCLUDES INTERNAL LIMIT SWITCH(NO.2 SINGLE PULL DOUBLE THROW LIMIT SWITCH)PRATT 1931 1931 481.59 13 2 EA 12"FLG 90 REND 401 LINED/BLACK ASPHALT 677.25 1,354.50 901.86 1803.72 449.22 14 6 EA 12"FLG 90 REND 401 LINEDIT161-1211 COATED 677.25 4,063.50 901.86 5411.16 -1,347.66 15 1 EA 12"FLG CROSS 401 LINED/7361-1211 COATED 1,148.87 1,148.87 1580.75 1680,75 -531.88 16 1 EA 12"FLG TEED 401 LINED/T361-1211 COATED 962.50 962.50 1423.14 1423.14 -460.84 17 1 EA 12"MI 9D BEND 401 LIN ED/BLACK ASPHALT 438,37 438.37 662.3E 662.38 -224.01 18 1 EA 12"MI 45 BEND 401 LIN ED/BLACK ASPHALT 395,94 395.94 567.62 567.62 -171.68 19 1 EA 12"MIXFLG 90 BEN D 401 LINED/BLACK ASPHALT 593.25 S93.25 901.86 901.86 -308.61 20 1 EA 12"HUG X 24"MI CONCENTRIC REDUCER 401 UNED/BLACK ASPHALT 4,129.75 4,129.75 1946.74 1946.74 2,182.01 21 4 EA 12"FLANGE GATE VALVE WITH HANDWHEEL AWWA C515 RESILIENT SEAT, 1,917.71 7,670.84 NRS 4833 19332 -11,661.16 22 1 EA 24"WEDGE ACTION MJ KIT FOR DI PIPE W/BOLTS,GASKET,&WEDGE 356.24 356.24 ACTION GLAND 356.24 356.24 0.00 23 5 EA 12"WEDGE ACTION MJ KIT FOR DI PIPE W/BOLTS,WEDGE ACTION GLAND& 110.01 550.05 GASKET 110.D3 550.05 0.00 24 30 EA 12"BOLT KIT,304 STAINLESS STEEL,12 EA-7/8"X33/4"BOLT WITH 10833 3,249.90 NUT,IMPORT 161.14 4834.2 4,584.30 25 30 EA 12"1/8"FULL FACE Cl NEOPRENE FLANGE GASKET 175N 12,65 379.50 13.98 419A -39.90 26 4 EA DUG LUG 3.83 15.32 3.83 15.32 0.00 27 20 FT 3/4"304 STAINLESS STEEL ALLTHREAD,12 FT LENGTH 10.00 200.00 10 200 0.00 28 4 EA 3/4"304SS NUT 0.79 3.16 _ 0.79 3.16 0.00 !i 29 4 EA 3/4"304SS WASHER 0.77 3.08 0.77 3.D8 DIM 30 1 EA 12"COOPER 9 LINE CLAMP HOT DIPPED GALVANIZED MODEL#B3132 243.02 243.02 243.07 243.D2 0.00 31 10 EA 5/e"ALLTHREAD ROD 3045S 3.92 38.20 3.82 38.2 O.DO 32 4 EA 5/8"304SS NUT 0.33 1.32 0.33 1.32 0.00 33 4 EA 5/8"30455 WASHER 0.25 1.00 0.25 1 0.00 Approximate Total 46,303.97 -1R,165.66 18,165.66 Sales Tax 9.50% 172534 TOTAL 19,891.40 Igo 3I will Ao #n axe`s . 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