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Home My WebLink AboutPW16-217 - Change Order - #6 - Pivetta Brothers Construction, Inc. - Kent Regional Trails Connector - 12/15/2017 lixecords M �/�l,�m 1 wa� NT o,o �yqr Document ��„f-r CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to the City Clerk's Office. All portions are to be completed. If you have questions, please contact the City Clerk's Office at 253-856-5725. Vendor Name: Pivetta Brothers Construction Vendor Number: 34846 JDEdwards Number�r p Contract Number: f This is assigned by City Clerk's Office Project Name: Kent Regional Trails Description: ❑ Interlocal Agreement ] Change Order ❑ Amendment ❑ Contract ❑ Other: J� Contract Effective Date: 5/23/2016 Termination Date: Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Jason Bryant Department: Engineering Contract Amount: .js_ J;qN.p _ Approval Authority: ❑ Director ❑ Mayor ❑ City Council Meeting Date Detail: (i.e. address, location, parcel number, tax id, etc.): Attached is change order #5 for $4,577 74 and change order #6 for $9408.40 11 14 CHANGE ORDER NO. 6 NAME OF CONTRACTOR: Pivetta Brothers Construction ("Contractor") CONTRACT NAME & PROJECT NUMBER: Kent Regional Trails Connector ORIGINAL CONTRACT DATE: May 23,2016 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: Compensate for demolition and disposal of concrete sidewalk and driveway so driveways could be reconstructed as curb ramps to ADA standards. Per contract plans, the trail sections approaching 64m 68th and 72"d Ave were constructed to standards established for vehicular driveway approaches. However, to allow pedestrian access they had to meet ADA standards. As a result, these driveways and adjacent sidwalks had to be removed and reconstructed. Removal of sidewalk and driveways was not accounted for in the original contract pay items or measurement and payment contract language. Removal and replacement was directed to proceed in the field via field directive under the agreement the cost for the work could be compensated via change order. 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, $1,186,225.00 (including applicable alternates and WSST) Net Change by Previous Change Orders $91,782.41 (incl. applicable WSST) C t Am urrent Contracount $1,278,007.41 (incl. Previous Change Orders) Current Change Order $9,408.40 Applicable WSST Tax on this Change $0.00 Order Revised Contract Sum $1,284,415.81 CHANGE ORDER - 1 OF 3 Original Time for Completion 120 working days (insert date) __Revised Time for Completion under 27 working days prior Change Orders (insert date) Days Required (f) for this Change 0 calendar days Order Revised Time for Completion 147workingdays (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. CONTRACTOR: CI Y OF KENT: By: ~ �:._ fir•; � B 1 . s(g` ure)u re) Print Name: Print Name: 7. Its PM Ja��^fr Its ,b/ate �� G (title) ( !fe) DATE: p b -I DATE:—,' CHANGE ORDER - 2 OF 3 APPROVED AS TO FORM: (applicable if Mayor's signature required) 7 Kent Law Department [In this field,you may enter olb electranlc fllepath where the contract haz been Saved] CHANGE ORDER - 3 OF 3 / NT FILE NO: 200.2 "^�✓'' KE CHANGE ORDER 'III ORKSHEET NO. 6 _Construction Management Division - Public Works Project: Kent Regional Trails Connector Project No.:] 9 t No.: 13-3006 Project Engineer: Mark Madfai Fed-Aid No.: CM-0615(008) �.�Owners Re dw Jason „�. .,..0 Contractor' Pivetta Brothers ...,,, ...,..,.., ...... Date: 11/6/17 I. PROPOSED CHANGE Compensation for demolition and disposal of concrete sidewalk and driveway so driveways could be reconstructed as curb ramps to ADA standards II. REASON AND BACKGROUND FOR CHANGE Per contract plans, the trail sections approaching 64"', 68th and 72n"d ave„ were constructed to standards established for vehicular driveway approaches. However, to aUlow pedestrian access they had to meet ADA standards. As a result, these Driveways and adjacent sidewalks had to be removed and reconstructed. Removal of sidewalk and driveways was not accounted for in the original contract pay items or Measurement and Payment contract language. Removal and replacement was di',rected to proceed in the field via Field Directive under the agreement that the cost for the work would be compensated via change order. 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 0ty PE item ._....... ... .. .. Demo Sidewalk/Driveway and 1 1 FA $9,408.40 $9,4 11 08.40 replace Independent Estimate Attached CRIEATE PAY ITEPH ONLY Payment to be made f PAY THIS PAY ESTIMATE REQUIRED at.a later date upon completion of work _07MNatenial Submittals Required CC' CanslourNon Coor i ntor New Sub Reqrd? No DELETE EXISTING PAY ITEM(S) per 109.5 Not Applicable Change Order No. FOR ACCOUNTING USE ONLY Sch. No B.I. No. Item Description Qty Unrt Unit Price � Cast of Item ...mm n IndependentEstimate Attached - REQUIRED � 1 REV. DATE: 4/01/10 TFILE NO: 200.2 INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable Change Order No. L _ !"OFI ACCOCINTiNG USE ONi Y Sch No B.I. No. Item Description City Unit Unit Price Cost of Item -. ....... _...—. ._.. _ ... �........ ._ Independent Estimate Attached - REQUIRED TOTAL ESTIMATED COST OF CHANGE ORDER * $9/408 40 *Total of the Cost of Item Columns THIS PAY ESTIMATE $9 40$ 40 IV. WORKING DAYS Original Contract 1 120 D 11 ue This Change Order* p Previous Total 127 DATE: 11/6/2017 DATE: 11l6/201/201„7 * Ex la i n Ju if tion Re ui : On critical path for pr2joct completion TOTAL WORKING DAYS* 127 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: Jasd" y a� far t" . Date: " s� r1 p a p Construction Supervisor; , Date: � Peur R I ne Construction Manager: Date: !°t":.. ,'/" ...J'r, N«ric Connor 2 REV. DATE: 4/01/10 Page 1 of 1 Proposal for: Kent Regional Trail Connector-COR 026 Bid Date: 10/4/2017 From Time: 5MPM Pivetta Brothers Construction, Inc. 1812 Pease Ave. POB 370, Sumner, WA 98390 LN: PIVETBC063139 Type: General Contractor Quote Number 2016144A Phone: (253) 862-7890 Fax:(253) 470-5008 City Of Kent 220 4th Ave. South Kent, WA 98032-5895 Protect No 13 3006 Item Descnption Quantity Unit Unit Price Total Pnce Demo Trail Approach Vol Demo Crew COOLS 3,094.0000 3,094.00 ✓ ✓02 Trucking & Dump Fees MOLD 1,500.0000 1,500.00 ✓ Total: 4,594.00 Form. Repar& Pour Approach &Curb Vol 8"Approach Reinforced +Curb 177.00SF 27.2000 4,814.40 ✓ Total 4.814.40 Added Detectable.Warning Surfacing Vol Truncated Domes 24.00SF 134.4000 3,225.60 ✓ ALT- Pavement Repair ,a Vol Repair Asphalt Trail 1,600.00SF 2,8000 4,480.00 ✓ Total w/o ptsrnateg: 12,634A0 1 ---7' Ll 0 w i Y lJ. ._...___... =Locked Bid-Item -- EngineerlArch Mark Madfai =Zero Total Price Estimator: Jeremy Fudge ebror Generated by a SharpeSofr Pmdael Bryant, Jason From: Bryant, Jason Sent: Thursday, October 19, 2017 7:44 AM To: 'Jeremy Fudge' Cc: Connor, Eric Subject: RF: KRTC - COR 026 Jeremy, Please proceed with the work. Thank you, Jason Bryant, Capita!Projects Manager Construction Management I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-856-5541 1 Cell 253-261-5663 7gr1"faeltC7KeAntWF1.C�Ov_ ClITY OF pa,,lf:NT, BWA'AS11 INQa"tl'4' N Ke n1tWA.u9¢onv Fascelhoulk YouTnube mu „� i r„ MAI[ From: Jeremy Fudge [mgitr:ieremypvekt<°a com] Sent: Thursday, October 19, 2017 7:51 AM To: Connor, Eric; Bryant, Jason Subject: FW; KRTC - COR 026 Hey Guys, Got a verbal from Jason that we are okay to proceed with this CO work. Can you please confirm? Thank you, ➢ereeny Fudge t; tllMa'l'Oa/il Manager Ofllice: 253�862-7890 Ext, 104 Celli: 206-396-552 5 Fax:25:3-470-5008 jtaremwlvaatta com 1 rwr,plvetta.t;om PIVETTAU lTYETtp��A$C�1i$TAUIOW IBC From:Jeremy Fudge Sent: Wednesday, October 04, 2017 11:53 AM t To: 'Connor, Eric' <L_Conngr LLgLtwa.Gov>; 'Bryant,Jason' <JB }andakcrrt av> Subject: KRTC- COR 026 Eric/Jason, COR 026 is attached for your review&approval. This CO includes; the Conc. trail approach demo & re-pour at 68th, added domes @ the islands, boardwalk bridge caulk, sidewalk patch @ 64th, &the trail pavement rework. Thank you, lererny Fudge 09'ffaoes 253-862-7890 Ext.. 104 Calk 206-396-55 m Fax: 25 "701.•61008 j�rem �Iv_�tt�.csarrr i wrrwvuu�•plv�t4�.am_rrd PIVETT& PMY�`I'��IlTll��$C�IiSTNIN�'fION�NIC z b wti Fyy�if;ri�% "`neiierue^eVre ✓ K E N T WA5HINGION PUBLIC WORKS Kent Regional Trails Connector I Project Number: 13-3006 INSPECTION WALK-THRU PUNCH LIST To: Eric Connor, Construction Manager I Jason Bryant, Capital Projects Manager From: PW Ops, Parks, Survey, Transportation; WSDOT Date Due: June 29, 2017 PAVEMENT MGMT/STREET Date Inspected;, 6/28/17 _ Inspected By, J.Araucto . LOCATION Defect s: _ _.., m.......... Defect • Curb Ramps—(Please refer to attached diagram for curb ramp locations) Pleasee see the attached curb ramp inventory summary identifying the deficiencies that are required to be the corrected curb ramps required to have justification for not meeting requirements. • Trail Cross Slopes:The design plans for this project required the trail to be constructed with cross slopes at 1.5%. The AASHTO Guideline for the development of Bicycle Facilities(2012)(Section 5.2.5) recommends 1.0%cross slope while the PROWAG proposed guidelines(R302.6) requires pedestrian access routes to be 2%maximum. Generally the trail cross slope was constructed exceeding the requirements of the construction plan. We have identified on the attached marked up plan sheets, the sections of the trail where the cross slope of the entire width of the trail exceeds 2%and sections of the trail where portions of the cross slopes exceeding 2%. SIGNS Date Inspected 6/27/17 _. YYk Inspected By T. Rusbuldt _.—_ LOCATIO . ..—___ _ ........ N _.... Defects: 72 AVE S. • All pedestrian signs need to meet city standards being 3m electric cut. • All telespar bases need to meet city standards being no more than 4"above surface. They range up to about 7.5". • North bound stop here sign and stop bar location in question do to a sight distance problem with the bike/ped crossing sign. Possibly adjust lateral offset of stop here sign to enhance bike/ped sign sight distance. • All duct tape residue to be removed from signs. • All 36"signs need to meet city standards by being corner bolted to post. • No advance crosswalk signs and ahead plaques. • Arrow and ahead plaques should be 30"x 18" not 24"x 12" 68 AVE S: • All pedestrian signs need to meet city standards being 3m electric cut. * All telespar bases need to meet city standards being no more than 4"above surface. They range up to about 9". • All duct tape residue to be removed from signs. • All 36"signs need to meet city standards by being corner bolted to post. • Arrow and ahead plaques should be 30"x 18" not 24"x 12" 64 AVE S: • All pedestrian signs need to meet city standards being 3m electric cut. • All telespar bases need to meet city standards being no more than 4". • All duct tape residue to be removed from signs. • All 36' signs need to meet city standards by being corner bolted to post. \\ E \ \�\ \\\ \ \\} (( ) / � 71 I ti i tl bppy g fi E d C s F a ff s � I r � ; wo .. ;e y 95 �Va N y ¢ m m E G o `u � fp � aoEa v v E t I o«« e m q FA Sheet No.: CO#6 ENGINEERS ESTIMATE 14 Project Name: Kent Regional Trails Connector Project No. 13-3006 CM-0615(008) Item No.: Change Order#6 Date: 11/l/2017 Description of Work. Remove and replace driveway and sidewalks to meet ADA Work by Subcontractor?: yes Prime Contractor: Pivetta Brothers Sub-Contractor: G&G LABOR, STRAIGHT TIME OVERTIME DOLLAR NAME CODE OCCUPATION HitsHourly Rate FirsOT Rate AMOUNT Dane I Foreman 15 69,58 $ 1,043,70 f`ihristian Laborer 15 53.08 $ 795,20 SUBTOTAL-LABOR. $ 1,839,90 LABOR OVERHEAD&PROFIT @ 29% $ 533,57 LABOR TOTAL $ 2,373.47 EQUIPMENT EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR Equipment# Equipment Descuppiprl HP5 Hourly Rate Pro Standby Reto AMOUNT EX-123 Hitachi 135 excavator 15 6D.00 $ 900.00 $ $ SUBTOTAL-EQUIPMENT $ 900.00 EQUIPMENT OVERHEAD&PROFIT @ 21% $ 189.00 EQUIPMENT TOTAL $ 1,089.00 gAT E RIALSI S E RV I C E SIR E N TALE MATERIALS I SERVICES Quantity Units Unit Price DOLLAR AMOUNT Dump Fees 1 LS $ 1.000.00 $ 1,000.00 Highmark 1 LS $ 5,200.00 $ 5.200.00 $ $ SUBTOTAL $ 6,200.00 OVERH EAD&PROFIT @ 21% $ 1,302.00 TOTAL $ 7,502.00 Verification of Hours Worked TOTAL $ 10,964.47 12%MARKUP (for prime when subcontract work) $ 1,315.74 Corlraclars Repmsenlai Date SHEET TOTAL: $ 12,280.21 0wnuPS Representative Datef t- Pay Estim�lte E nteretd By: