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Home My WebLink AboutPW18-095 - Change Order - #5 - HCI Industrial & Marine Coatings, Inc. - Cambridge Reservoir Recoating - 08/29/2018 Records M + ; , ,/ m %,,, /r KENT wa„ o.a„ �,��/' Document /i/ ✓i rrr r//OI/%/il�rt/i/r� I CONTRACT COVER SHEET 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: HCI Industrial & Marine Coatings, Inc. Vendor Number: ID Edwards Number Contract Number: PW18-095 -h0tn This is assigned by City Clerk's Office Project Name: Cambridqe Reservoir Recoatinq and Fall Protection Improvements Description: ❑ Interlocal Agreement M Change Order ❑ Amendment ❑ Contract ❑ Other: Contract Effective Date: 3/6/18 Termination Date: 125 working Days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Mike Almaroof Department: PW Engineering Contract Amount: 1 334 850.00 Approval Authority: (CIRCLE ON4 Department Directp Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): Change Order #5 As of: 08/27/14 I T CHANGE ORDER NO. # 5 NAME OF CONTRACTOR: HCI Industrial & Marine Coatings. Inc.. ("Contractor") CONTRACT NAME & PROJECT NUMBER: Cambridge Reservoir Recoating and Fall Protection Imp, ORIGINAL CONTRACT DATE: March 6, 2018 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: Install a larger hood hatch placed such that the ladder is located within the roof opening. Modifying the interior ladder mounting and adding rungs to the new roof hatch riser interior to provide safer access to the interior of the reservoir. 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, $1,334,850.00 (including applicable alternates and WSST) Net Change by Previous Change Orders $27,719.08 (incl. applicable WSST) Current Contract Amount $1,362,569.08 (incl. Previous Change Orders) .............. Current Change Order $5,935.31 Applicable WSST Tax on this Change $593.53 Order Revised Contract Sum $1,369,097.92 ___------------..__r. CHANGE ORDER - 1 OF 3 ..... .... _.. Original Time for Completion 125 working days (insert date) Revised Time for Completion under 142 working days prior Change Orders (insert date) -................................................................................................................................................ Days Required (t) for this Change Order 1 calendar days Revised Time for Completion 143 working days (insert date) i 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. IL CONTRACT R: CITY OF KENT: By: By: (signature) Print Name. J Print Name: Timothy ]. LaPorte P,E, Its 5_r P 6 c tT Its Public Works Direc r (title)) titlej DATE: DATE: =?, L d CHANGE ORDER - 2 OF 3 --.... ......-_................_...-..... _ ... APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department [In this flue,you may attar the eleRmmc heeath where the contract has been saved] CHANGE ORDER — 3 OF 3 4000.0. KENT FILE NO: 200.2 CHANGE ORDER 'VII'ORKSHEET NO, 5 CONSTRUCTION ENGINEERING DIVISION — PUBLIC WORKS Project: Cambridge Reservoir Recoating Project No.: 17 7999.2 and Fall Protection Improvements - REBID #2 Project Engineer: Joe Araucto Fed-Aid No.: W20058 Capital Projects Contractor: HCI Industrial & Marine Coatings, Manager: Inc. Date: July. 26, 2018 - . .. ..._ I. PROPOSED CHANGE Installing a larger roof hatch placed such that the ladder is located within the roof opening. Modifying the interior ladder mounting and adding rungs to the new roof hatch riser interior, II. REASON AND BACKGROUND FOR CHANGE The interior ladder is offset from the hatch opening and is bolted to standoff that are welded to the underside of the roof. The bolted connection is corroded. Extending the hatch upward as specific in the contract will establish a long first step to obtain footing on the first rung of the ladder. The existing hatch opening is too narrow to add rungs to the existing hatch riser and such a configuration would result in rune offset from the interior ladder. This chance will provided safer access to the interior of the reservoir, III. METHOD OF PAYMENT NEW PAY ITEM(S) Z Not Applicable Change Order No. _ FOR ACCOUNTING USE ONLY BCH. w. ITEM DEO CRIFTION�^ _ TOTALM QTY J UNIT UNIT PRICE TOTAL ESTIMATED ..._ NO. 1 EST. I THIS PE CDET OF ITEM I .._.... ... .., ......,..,., ......_I__:...._______... i Independent Estimate Attached � ��I�',Eq,TE' Eap,Y T' N P)NLk;— Payment to be made � . PAY THIS PAY ESTIMATE REQUIRED _ , at a later date UDon eomoletion of j work Material haterlal Submittals Reg -CC: .�, S ub No DELETE EXISTING PAY ITEM(S) per 1-09.5 Z Not Applicable Change Order No. FOR ACCOUNTING USE ONLY BCH. B.I. No. ITEM DENORIPTIDN QTY UNIT UNIT PRICEmm CO�eT OF ITEM No. L. ... . , � Indepe..ndent Estim_ate Attached - REQUIRED El 1 REV, DATE: 3/27/18 + T FILE NO: 200.2 KEN INCREASE/DECREASE TO EXISTING PAY ITEM(S) [] Not Applicable Change Order No. - i I FOR ACCOUNTING USE ONLY _.w.W........, . ___....._me._...........,___.I. ....�.�...._.__,__.�..�.........__.. ...._._...... .._._........._ .....__._._....,....... HCH• B.1. ND. TEM DESCRIPTION QTY UNIT UNIT PRICC COST OF ITEM No. A Structural Modifications 1 _ F LS_ $6, 28 84 $6,528.84 Independent Estimate Attached REQUIRED J _..._..._.,. ......._.l TOTAL ESTIMATED COST OF CHANGE ORDER * 6 528.84 *Total of the Cost of Item Columns THIS PAY ESTIMATE $0.00 IV. WORKING DAYS Original Contract p 125 ! Due This Change Order* Previous Total 1 14 DATE: ,. . .I DATE. * Iplanakion/Iuskifioatlon Rooulred:.The proposed larger roof hatch and addition of ladder rungs to the roof hatch riser will require additional time to shop fabricate and additional time to Install on site. This change has been vetted with Joe Araucto of the Owner's prqject team.. TOTAL WORKING DAYS* 14 *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. Project Manager: " / `'' Date: Construction Engineering / Date Supervisor: CCC 0_. Construction Manager: a Data. 2 REV. DATE: 3/27/18 Kuehne, Paul From: Araucto, Joseph Sent: Tuesday, July 24, 2018 3:28 PM To: 'Ryan Hale' Cc: Kuehne, Paul, 'rporter@g-o.com' Subject: RE: Cambridge Roof Hatch CO Cost Importance: High Paul/Ryan Public Works Operations has no objections to the proposed change. Please ensure the latch is lockable and have gaskets. As an option, rather than installing additional rungs,consider extending the ladder in the tank to the proper level. Nonetheless, ensure the rungs are in line with the ladder steps. Should there be railing around the new hatch? Joseph Araucto, P.E. Utility Engineer I Public Works Operations 5821 South 24011 Street, Kent, WA 98032 Phone 253-856-5664 1 Cell 253-508-4068 JAf%;o,,i@)KKnilWA�0 v C 111 Ir OF KIE INN t. wuhs IFN N N 6N'Ira INII wuvMV'.rcentWA qp LaceLgoh II Ww R It 0 r t,V4 r`101VEar„ vA,o (W... From: Ryan Hale [mailto:rhale@g-o.com] Sent: Tuesday, July 24, 2018 10:22 AM To: Araucto, Joseph Cc: Kuehne, Paul; rporter@g-o.com Subject: Cambridge Roof Hatch CO Cost EXTERNAL EMAIL Joe, Please find attached the HCl change order proposal for the roof hatch including the cost estimate. Please let me know if you have any further questions or comments. Thanks, Ryan Ryan Hale, E.I.T. (WA), P.E. (CA), NACE Coating Inspector—Level) j 206.284.0860 p J 206.283.3206 f Gray& Osborne, Inc. j 1130 Rainier Avenue South, #300, Seattle, WA 98144 -.,._�..,,._+,.: P{eacs rx�nsider the anvirnnment befr�re printing fhiti email. 1 Electronic File Transfer- Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray&Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available, I 2 Kuehne, Paul From: Ryan Hale <rhale@g-o.com> Sent: Friday, July 27, 2018 10:41 AM To: Kuehne, Paul Cc: Connor, Eric, AraUCtO, Joseph; rporter@g-o.com Subject: Cambridge CO-5 Attachments: CO-5 and Cost Estimate.pdf, COP-5 ROOF HATCH.pdf EXTERNAL EMAIL. Paul, Please find attached the Change Order Worksheet No. 5, our independent estimate, and the HCl Change Order Proposal, This change order is for installing a larger roof hatch and modifying the interior ladder to improve the safety and ease of access to the reservoir interior. The proposed cost includes a credit for the work included in the original bid including materials and labor and includes the cost of materials and labor for fabricating the roof hatch, riser, ladder standoffs, and lead abatement. The benefit to the City is the improved safety and ease of access to the reservoir interior. Public Works Operations has no objections to the proposed change. We at this point see no further issues with the change order and recommend the change order for City review and approval. I have attached the change order worksheet, our independent estimate, and change order proposal. Please let me know if you need further information for your process. Thanks, Ryan Ryan Hale, E.LT. (WA), P.E. (CA), NACE Coating Inspector—Level 1 J 206.284.0860p ) 206.283.3206f Gray& Osborne, Inc. J 1130 Rainier Avenue South, #300, Seattle, WA 98144 Please consider the environment before printing this email. Electronic File Transfer Notethat these electronic files are provided as a courtesy only.. Gray&Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files, Furthermore, Gray&Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein, Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. 1 CITY OF KENT CAMBRIDGE RESERVOIR RECOATING AND FALL PROTECTION IMPROVEMENT- REBID NO. 2 G&O#17530 ENGINEER'S CO-5 COST ESTIMATE NO. DESCRIPTION OTY UNITS UNIT PRICE AMOUNT 1 Shop Fabricate Roof Hatch and Riser I LS $ 2,500 $ 2,500 2 Shop Fabricate Roof Hatch Riser Ladder Rungs 1 LS $ 750 $ 750 3 Shop Fabricate Ladder Standoffs 1 LS $ 750 $ 750 4 Roof Hatch-Labor 16 HR $ 170 $ 2,720 5 Lead Abatement 1 LS $ 450 $ 450 6 Credit-Shop Fabricate Roof Riser I LS $ (1,000) $ (I,000) 7 Credit-Roof Riser Labor 4 HR $ (170) $ (680) 8 Overhead and Profit 1 CALC $ 1,098 $ 1,098 Subtotal: $ 6,588 State of Washington Sales Tax na, 10.0% $ 659 TOTAL: $ 7,247 Russell Porter,P.E. i ZpASAL,&N1ARINE(^00 S y. i CITY OF KENT-CAMBRIDGE RESERVOIR RECOATING AND FALL PROTECTION IMPROVEMENTS REBID NO. 2 PROJECT NO. W20058 REQUEST FOR INFORMATION N0.13 tb#9 Date Issued: 0 711 7/2 01 8 Owner: City of Kent Engineer: Gray & Osborne, Inc. Issued By: Randy Cornelius Drawing #: R-4, Section 5; D-2,Detail 5 Specification Section: 13211, 1.1 Description: The project specifications and drawings require the existing roof hatch to be raised and modified. T BAILEY assessed the conditions of this hatch, the ladder connection, and overall configuration. The interior ladder is offset from the hatch opening and is bolted to standoffs that are welded to the underside of the roof. The condition of the bolted connection is questionable due to corrosion. Offsetting of the ladder makes ingress/egress through the hatch difficult. Extending the top of hatch elevation will establish a long first step to obtain footing on the first rung. The opening size is too narrow to add rungs to the hatch riser, which the rungs would be offset from the ladder. T BAILEY recommends installing a larder roof hatch placed such that the ladder is located within the roof opening. Additionally, this configuration allows for rungs to be installed on the riser to improve accessing the ladder. See attached photo for existing configuration and sketch showing a proflte of both the existing and proposed configurations. T BAILEY can provide change order pricing if the City is interested in pursuing this option. Response/Reply: Date: Date: Owner's Representative: tAARINE� � p y �< \ w . �\ .. . . .. , . .§ . . g MARINE CO !e*+%g K�� c�r✓�nyE Ruc 1}anN M.av�&scAA`a G�z�� 2k" S(a�AR6 YM?U} ce.JAlPIr`SrrJ ' &Il Le YAYw¢R MCI l ' IJEM1 3G" SaxJPY.R' R6/F F4NrG4F ' J R«n�A SAS x�nJyS WBr.bfr� IJkw A�iG�1.E , x®N s+rwnaF�s, ��e+assr�.l4 4ADDex ro 'PlzoPas'� . �0'�010N,6 WONE coATIlves � MCI PO Box 1573, Brush Prairie, WA 98606 CONTRACT CHANGE ORDER NO. PROJECT: W20058 CAMBRIDGE RESERVOIR RECOATING CO NO: COP-6 MODIFY ROOF HATCH/INT. LADDER CONTRACTOR: HCIINC. DESCRIPTION OF CHANGE ORDER WORK: INCREASE ROOF HATCH SIZE TO ALLOW FOR PROPER LADDER ALIGNMENT The Contractor agrees that thls change order represents full and final compensation to add the work described herein. Original Contract Amount: Amount of Previous Change Orders: $ 1,213,500.00 $ 23,662:88 CO 1& 2 CHANGE ORDER PRICE: increase/decrease Install 36" x 36" Roof Hatch & Risor, Secure Ladder $ Shop Fabrication - Risor, Roof Hatch, Ladder Standoffs; Detail 11_5 $3,422.40 Union Boilermaker and Equipment 14HR $ 2,667.84 HCI increase in abatement, consumables and disposal of PB 4 hrs $ 500.00 RAISE AND MODIFY EXISTING ROOF HATCH CREDIT 1L5 $ SHOP FABRICATION-RISOR AND MISC PARTS CREDIT _ $ mmmm (917.00) UNION BOILERMAKER AND EQUP 4 YRS CREDIT $ (635.20) $ Overhead, @ 5% $ 251.90 Profit @ 10% $ 528.99 Insurance/Bands @ 2% $ 116.38 Subtotal $ 5,935.31 $ Subtotal $ 5,935.31 WA SALES TAX 593.53 TOTAL CHANGE ORDER PRICE $ 6,528,84 REVISED CONTRACT,AMOUNTI $ 1,243,691.69 CONTRACT TIME EXTENSION-1 DAY Except as herein modified, the terms of the basic contract shall remain In full force and effect. .Reccipt acknowledged and terms and conditions agreed to by: . �7 ^`�" "iuetars.nmtJ,arYzeo/flcra�j.... ✓ u„ ape �"" (71tleJ i Approved for CM/GC/Owner: (Date) (CM/GO (Date) Project Engineer (Date) comments: INSTALL A LARGER ROOF HATCH TO IMPROVE ACCESS TO EXISTING LADDER SECURE LADDER TO UNDERSIDE OF ROOF WITH TWO ADDITIONAL STANDOFFS(LADDER CURRENTLY STUBS INTO ROOF- SECTION THAT WILL BE REMOVED CREDIT FOR MODIFYING AND RAISING EXISTING HATCH INCLUDED SHOP PRIME OF THE RIOR-WITH WELD HOLDBACKS IS INCLUDED PRICE IS BASED ON T BAILEYS STANDARD ALUMINUM ROOF HATCH DESIGN WITH LOCKING SAFETY HINGE PRICE EXCLUDES COATING REMOVAL PRIOR TO CUTTING OUT EXISTING HATCH AND ENLARGED OPENING, MARKING CUT LANES FOR ABATEMENT BY HCI IS INCLUDED REPAIR OF SHOP COATINGS AND FINISH COATING IS INCLUDED BY HCI