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HomeMy WebLinkAboutCAG2021-332 - Change Order - #8 - Scarsella Bros., Inc. - Summit Landsburg Road and Rock Creek Culvert Replacement - 07/20/2021Okay to sign. L. Todd *Please have Mayor sign the comment in the pink sheet and the new change order. 01/17/2023 1/13/23 1/17/23 KENT CHANGE ORDER NO. #S NAME OF CONTRACTOR: CONTRACT NAME & PROJECT NUMBER: ORIGINAL CONTRACT DATE: Scarsella Bros. Inc. ("Contractor") Summit Landsburg RD and Rock Creek lv I. July z0,2021 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: Additional dewatering at unforeseen underground spring to allow construction of bridge abutment #1. Work was tracked on Scarsella Bros. FA sheets dated 6/24/22-7/21/22. 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, $2,288,875.34 (including applicable alternates and WSST) Net Change by Previous Change Orders $342,310.89 (incl. applicable WSST) Current Contract Amount $2,631,186.23 (incl. Previous Change Orders) Current Change order $77,036.09 Applicable WSST Tax on this Change Order $0.00 Revised Contract Sum $2,708,222.32 CHANGE ORDER - 1 OF 3 01/17/2023 ATTEST: euw A�RA Kent City Cleric I In this field, you may enter the CUecttnfRe filnpath yfhF. tr the ctntrarl has teen vWeJI APPROVED AS TO FORM: (applicable if Mayor's signature required) jq�� oj� Kent Law Department CHANGE ORDER - 3 OF 3 ell* 40 DENT wa����aory �i CHANGE ORDER WORKSHEET NO. DS Construction Engineering Division _ Public Works Project: 7nummit I-anasourg Koaa an❑ KOCK LreeK project No: 13-3007.5 Culvert Replacement Project Engineer: Stephen Lincoln, PE Fed -Aid No: N/A File No. 200.2 Capital Projects Jason Barry Contractor: Scarsella Bros,, Inc. Date: 12/16/2022 I. Proposed Change This change makes the fallowing revisions to the Contract Documents and provides compensation for added work; Additional dewatering at unforeseen underground spring to allow construction of bridge abutment #1. Work was tracked on Scarsella Bros. FA sheets dated 6/24/22 to 7/21/22 attached. II. Reason and Backaround for Change During excavation of bridge abutment #1 an underground spring was uncovered overwhelming foundation excavation stability, impacting foundation subgrade workability and preventing foundation construction. OTAK and GEOEngineers were consulted upon discovery. Direction was given to dewater the spring in order to maintain subgrade stability allowing foundation construction to proceed. Water flows required the addition of a 3" and 4" diameter electrical pump, including diesel generator to manage concentrated flow until backfill could be restored. Duration was from 12 PM 6/24 until 12 PM 7/21 when concrete cure was achieved allowing backfill of the excavation, III. Method of Payment NEW PAY ITEMS ❑ Not applirable 5ch. Total Est. Total Estimated Cost of No Item Description I QtyItem unit Unit Price TV Underground Spring Water Pumping 1 LS $77,036.09 $ 77,036.09 New Pay Items Total: $ 77,036.09 DELETE EXISTING PAY ITEM(S) per 1-09.5 ❑ Notapplicable Page 1 Bch Bid Item No. Item Descri tion p Qty Unit Unit Price Cost of Item $ - Delete Existing Pay Items Total: $ INCREASE/DECREASE TO EXISTING PAY ITEM(S) FZI Not applicable Sch Bid Item No. Item Description Qty Unit Unit Price Cost of Item $ - Increase / Decrease to Existing Pay Items Total: $ *TOTAL ESTIMATED COST OF CHANGE ORDER: 1 $77.036.09 * Total of the Cost of Item Columns IV. WORKING DAYS Original Contract; 150 1 Due This Change Order: 0 Previous Total: 112 *TOTAL WORKING DAYS: 112 * This Change Order + Previous Total Capital Projects Manager: Date: IZ ra z� ] n Barry Capital Projects Date: Supervisor ]a n Barry Construction Manager: Date: Eric Connor Page 2 from, Barry. Jason To: Connor_ £rk Subject: FW: Extra ❑ew itering at Rock Creek Date: Thursday, June 30, 2022 9;05:00 AM Attachments: 13MO75 Extra Foottm oewaterine F_TR.bdf imageO Igno lmaslo S,= .ono Hi Eric, Attached is 5carsella's letter regarding increased dewatering efforts on the west abutment, I believe it fair and correct For the City to reimburse based on the uncovered, concentrated spring water volumes. GTAK (structural) and GeoEngineers are in agreement continuous pumping is necessary to ensure satisfactory foundation construction until backfill can be restored. We're looking at an approximate duration of 6/24 (additional pumps set) -- 7/21 (estimated end of cure time on adjacent retaining wall to allow backfill), 24/7 operation. Thanks, Jason ]asan Sarry, capital Projects Supervisor Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-856-5546 1 Cell 253-797-8462 KEHT iUarryQK2ntWA.nox w. �w..e •nr WWW.lCdtitWA.QOV_ PLEASE CONSIDER THE ENV; RONMENT BEFORE PRINTING THIS E- MAIL From: Aaron Weidman <aaron.w@sbstructures.cam> Sent: Wednesday, June 29, 2022 2:41 PM To: Barry, Jason <JBarry@kentwa.gov> Cc: Casey Nelson ccasey,n@SCARSELLA8R0S,com>; Matthew 5carselia <matthew.s@5CAR5ELLABR05.corn> Subject, Extra Dewatering at Rock Creek EXTERNAL EMAIL ason, See the attached letter per your conversation with Casey yesterday, Thanks, sB.�. Aaron Weidman, P.E. Project Englneer, 5B Structures, LLC A PO Box 68847 Seattle, Washington 98168 M 503,929,2810 E Heavy . Highway ConstrucGun � APi �i .tune 29, 2022 City of Kent 220 4" Avenue S., Kent, VITA 98032-5895 Attention: Jason Barry Capital Projects Supervisor An Equal Oplxmunin, Empluvef Reference: Project Number 13-3007.5 Summit Landsburg Road and Rock Creek Culvert Replacement Dear Mr. Barry: During the excavation for the abutment footings Scarsella has encountered groundwater beyond what was expected and planed for. Groundwater is flawing continuously from the northwest corner of the footing 1 excavation that would quickly outpace our original dewatering plan. The extra groundwater has made it necessary to add another generator a 3"0 pump and a 4"0 pump to our original tooting dewatering system. As discussed between Casey Nelson and yourself, Scarsella would request that the owner carry the cast of this additional equipment rental and fuel Far the generators and pumps. These expenses will be tracked and submitted for approval when the extra equipment is no longer needed, ie after the abutments have been backfilled. Sincerely, Aaron Weidman, P.E. Project Manager P.D. Ban 68697 - Seattle, Washington 98168-06917 ■ Tel: (233) $72.7173 ■ Fax: (253) 395.1209 WA Lit. #SCARS81183B8 • ID Lie, # 10394-AAA-1.2 - OR Lie, #96884 * MT Lir. #34542 + CA Lie. #779354 Bury, Jason From: Bob Doherty < Bob.Doherty@otak.com> Sent: Wednesday, June 29, 2022 8:14 AM To: Barry, Jason Cc: Brian Matthews; Connor, Eric; Lincoln, Stephen; Janna Langhi Subject: RE: Summit Landsburg Rock Creels South foundation excavation EXTERNAL EMAIL Looks good! Thanks Jason. Bob Doherty, PE I Senior Bridge Engineer 1 Project Manager Qtak, Inc. Direct:425,250.5210 i Main:425.822.4446 From: Barry, Jason <JBarry@kentwa.gov> Sent: Tuesday, June 28, 2022 7:35 PM To: Bob Doherty <Bob.Doherty@otak.com> Cc: Brian Matthews <bmatthews@kbacm.com>; Connor, Eric <EConnor@kentwa.gov>; Lincoin, Stephen <SLincoIn@kentwa.gov>; Janna Langhi <Janna.Langhi@otak.com> Subject: Re: Summit Landsburg Rock Creek South foundation excavation Yes, GeoEngineers and our testing consultant have been actively involved and are satisfied with conditions. A path of least resistance has been created for primary water flow and the pumps have been able to draw the charged water -level down with continuous pumping to a manageable condition. We will leave pumps running until backfill is able to occur. Thank you for the input. Jason Get Outlook for iOS From: Bob Doherty <Bob.Doherty@otak.cnm> Sent: Tuesday, June 28, 2022 4,47:54 PM To: Barry, Jason <JBarryd@kentwa.eov_> Cc: Brian Matthews <bmatthewsOk_bacm.com; Connor, Eric <FConnor kentwa. ova; Lincoln, Stephen <SUncoln@kentwa.gov>; Janna Langhi <Janna.Langhi@otak.com> Subject: RE: Summit Landsburg Rock Creek South foundation excavation EXTERNAL EMAXL Wl Jason, Our concern would be with the condition of the foundation soils, and recommend that the geotech take a took if they haven't already. We would want to be sure we are getting the bearing capacity as planned. Il water tends to actively flow through the hole, it would be good to keep the pumps going until the hole is backfiIIed to prevent erosion and possible undermining of the footing. No need for a backside drain. If a drain is low enough to prevent water from loading the abutment it likely would selectively pull water to the abutment from the creek rather than drain it away, and if it is high enough to be out of the creek it would not reduce the water load significantly. In service, the water level should mostly be relatively equal on both sides of the abutment or higher on the creek side. Some differential height of water, on occasion, where the water is higher on the road side is ok. Bob Doherty, PE I Senior Bridge Engineer 1 Project Manager ❑tak, Inc. Direct:425.250.5210 1 Main:425.822.4446 From: Barry, Jason <JBarrx@kentwa.Kov> Sent: Monday, June 27, 2022 4:34 PM To: Janna Langhi <Janna.LanRhi@otak.corn>; Bob Doherty <Bob.Dohertv@otak.com� Cc: Brian Matthews <bmatthews@kbacm.corn>; Connor, Eric <EConnor@kentwagov ; Lincoln, Stephen <5I irrcJ- entwa.pov� Subject: «Attachment Errors>Summit Landsburg Rock Creek South foundation excavation Late last Friday I was alerted to a challenge encountered while excavating the south bridge abutment footing, a large spring or subterranean creek was encountered flowing south to north toward Rock Creek. Attached is a brief video IMG_6927 of the condition as well as a picture at the beginning of the day IMG_E6911. Excavation was made down to below subgrade and clean railroad ballast brought in to stabilize the base. Probing the subgrade prior to ballast placement, native material was firm and unyielding below a top layer of fines that boiled in with the water flow. Currently 2 - 2" pumps, 1 - 3" pump and a 4" are being used to dewater the base, but as picture URMIE5513 shows there is still water within the excavation, top of aggregate is bottom of footing. The north side footing is dry with the use of 2 - 2" pumps. Is there any concern with this condition as far as the structure goes? Any need or desire for a backside drain to be added? Crews will be forming this foundation tomorrow, likely in some water-. Let me know ASAP if anything needs to change or be added as a result of the condition, Thanks, Jason Jason Barry, Capital Projects Supervisor Construction Management I Pu6Nc Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-856-5S46 I Cell 253-797-8462 • KE1+lT �t.��a�y�Ic�I►rwA_Qov www.KentWA.aaV PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E- MAIL **Warning: Issue with File Attachment** 5 City of Kent Summit Landsburg Rd 1 Rock Creek Culvert Replacement Added dewatering due to unanticipated spring ground water beneath pier footing ❑ate Labor Equipment Materials Subcontractor Total 6/24/2022 $ 349.95 $ 1,561.01 $ $ - $ 1, 910.96 6/25/2022 $ 160-06 $ 2,817.50 $ $ $ 2,977.55 6/26/2022 $ 201.58 $ 2,817.50 $ $ $ 3,019.08 6/27/2022 $ - $ 2,761.09 $ $ $ 2.761.09 6/28/2022 $ $ 2,761.09 $ $ $ 2,761.09 8/29/2022 $ - $ 2.761.09 $ $ $ 2,761.09 6/30/2022 $ $ 2.761.09 $ $ $ 2,761.09 7/112022 $ $ 2.761.09 $ $ $ 2,761.09 7/212022 $ 160-06 $ 2.817-50 $ $ $ 2,977.55 7/3/2022 $ 73-56 $ 2,761-09 $ $ $ 2,834.65 7/4/2022 $ 175-28 $ 2.761-09 $ $ $ 2,936.36 7/5/2022 $ - $ 2.761.09 $ - $ $ 2,761.09 7/6/2022 $ $ 2,761.09 $ - $ $ 2,761.09 7/712022 5 $ 2,761.09 $ $ $ 2,761.09 7/8/2022 $ $ 2,761,09 $ $ - $ 2,761,09 7/9/2022 $ 160-06 $ 2,817.50 5 - $ $ 2,977.55 7/10/2022 $ 201.58 $ 2,817,50 $ $ $ 3,019A8 7/11/2022 $ - $ 2.761,09 $ $ - $ 2,761.09 7/1212022 $ $ 2,761,09 $ $ $ 2,761.09 7/13/2022 5 $ 2,761.09 $ $ - $ 2,761.09 7/14/2022 $ $ 2,761.09 $ $ $ 2,761.09 7/15/2022 $ $ 2,761.09 $ $ $ 2,761.09 7/16/2022 $ 160-06 $ 2,817.50 $ $ $ 2,977,56 7/17/2022 $ 201.58 $ 2,817.50 $ $ - S 3,019.08 7/18/2022 $ $ 2,761.09 $ $ - $ 2,761.09 7/19/2022 $ $ 2,761.09 $ $ - $ 2,761.09 7/20/2022 $ $ 2,761.09 $ $ - $ 2,761. 7/21 /2022 $ $ 1,448.19 $ $ $ 1,448.19 Total $ 1,843-77 $ 75,192.33 $ - $ $ 77,036.09 i 0 LL n Ix 0 C,1 l31 N 9 V S w w in z a w ' ❑ o a u�a 9R R u3 w w W en vl vl N N E N N w � w w $ t 7 r p Y Sii 2 = 'AW C 41 S N w In D W i m 0 g w a aWQ mN cW❑e y aaw Y m rWr r❑ maq� ma a N Fm❑ ❑03mt u) ❑ ❑ wIn ❑a❑aa Lu N a❑ ti Wr a❑ L"a ❑aW ° ° tu o $ w m ' we 10 rz m col a o $ S+ Y of z w o k a o �z 3❑❑ U V a w 0 w W O o ¢ o o 1 U❑ W N p 2d U m w p � a w M w w in cat Vi w N H 4! 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