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Home My WebLink AboutPW17-369 - Change Order - #6 - SB Structures, LLC - LID 363: S 224th St Improvements - 10/18/2018 r / Records M a pi. Document 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: SB Structures LLC, Vendor Number: JD Edwards Number Contract Number: PW17-369 -OUI This is assigned by City Clerk's Office Project Name: LID 363: S. 224th St Improvements - 881h Ave. S. to 88' Ave. S. Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment ❑ Contract ❑ Other: Contract Effective Date: 6/23/17 Termination Dater 400 Working Days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Garrett Inouye Department: PW Engineering Contract Amount: $15.330.729.25 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): Change Order #6 As of: 08/27/14 CHANGE ORDER NO. #C NAME OF CONTRACTOR: SB Structures,, PLC,. ("Contractor") CONTRACT NAME & PROJECT NUMBER: LID:363 S. 224111 St Improvements 841" to 88th ORIGINAL CONTRACT DATE: June 23, 2017 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: Replace a new type 8 junction box with a with a new type 2 junction box due to incorrect fit in the new traffic island. Modify the new traffic signal pole due to incorrect position of luminare mount arm. 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, $15,330,729.25 (including applicable alternates and WSST) Net Change by Previous Change Orders $136,932.56 (incl. applicable WSST) Current Contract Amount $15,467,661.81 (incl. Previous Change Orders) Current Change Order $6,328.17 Applicable WSST Tax on this Change $0.00 Order Revised Contract Sum $15,473,989.98 CHANGE ORDER - 1 OF 3 Y Original Time for Completion 400 working days (insert date) ....... ..... Revised Time for Completion under 0 prior Change Orders (insert date) Days Required (f) for this Change 0 calendar days Order Revised Time for Completion ...__.............. _ 400 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 bellow—') CONTRACTOR: CITY OF KENT: By a! (signature) 3�1. (signature) Print Name: ? / ;✓ wS> s^ is Print Name: Timothy J. LaPorte, P.E. Its i e� i✓ X' -A- Its Public Works Director (title) Ir � DATE: DATE:_10 CHANGE ORDER - 2 OF 3 APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department [Ri tins field,You rn,enter the electronic fJepath where the contract has been savedj CHANGE ORDER - 3 OF 3 FILE NO: 200.2 KENT CHANGE ORDER 'WORKSHEET NO. 6 Construction Management Division - Public Works P_rojWt:, LID 363 24t St Improvem.ents Project No.: 99-3003 Project Engineer: Garrett Inouye Fed-Aid No.: Owners Rep: Jason Bryant Contractor: SB Structures Date: 9/6/18 I. PROPOSED CHANGE This change will remove a new type 8 junction box and reinstall in its place a new type 2 junction box. This change order will also modify the new traffic signal pole. II. REASON AND BACKGROUND FOR CHANGE The type 8 Junction box is too large to fit in the new traffic island. The new signal pole luminaire mount arm is aimed in the wrong direction. Shop drawings were approved with the error. The contractor made a reasonable interpretation based on the contract plans. The plans lacked clarity sufficient to rule out the mistake. III. METHOD OF PAYMENT Change Order No. _ FOR ACCOUNTING USE ONLY _._ _._ ........_.. ........... _....... .-_.. ..... . _-. .... Sch.No. Item Description Total Est Oty this Unit Unit Price Total Estimated Cost of oty PE Item 6 Signal Pole Modifications 1 1 FA $3,444.00 $3,444.00 6 Remove and Replace Type 8 J 1 1 FA $2,884.17 $2,884.17 Box with a Tvoe 2 J Box Independent Estimate Attached CREATE PAY ITEM ONLY Payment to be THIS PAY ESTIMATE made PAY at a later date noon com Dlehon of work C ._ TOTAL ESTIMATED COST OF CHANGE ORDER $6�,328.17 THIS PAY ESTIMATE $6,328.17 IV. WORKING DAYS Original Contract 400 Due This Change Order* 0 Previou1s Total 400 d DATE: 1 9/6/18 _ DATE: 9/6/18 * Explanation/Justification Reguired: On critical oath for Droiect completion TOTAL WORKING DAYS* �00> n� w„ *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. 1 REV. DATE: 4/01/10 KEN• T FILE NO: 200.2 Prepared By: Date: r C JaBryarff�` �� f Construction Engineering Supervisor: w Date P/Uluine Construction Engineering Manager: ' L R ?.l Date: 1/6 /✓ ...__. Eric Connor 2 REV. DATE: 4/01/10 FA Sheet No 22 DAILY REPORT OF FORCE ACCOUNT WORKED Z Project Name: LID 363 224th ST Improvements Project No: 99-3003 Item No.. Date. 8/3 112 0 1 8 Description of Work: Repair Si nal Pole Warn by Subcontractor?: yes Prime Contractor: SB Structures Sub-Contractor: MT Electric LABOR STRAIGHT TIME OVERTIME DOLLAR NAME CODE OCCUPATION Hrs Hourly Rate Hrs OT Rate AMOUNT Tom Judge Foreman 90.27 $ 'Steve G Ground Person 53.61 $ SUBTOTAL-LABOR. $ LABOR OVERHEAD&PROFIT @ 29% $ LABOR TOTAL $ EWPMENT EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR Equipment# Equipment Description Hrs Hourly Rate Hrs Standby Rate AMOUNT Service Truck Ford 15.07 $ Service Truck Chevy 15,07 $ 185 Compressor 8,00 $ 303..5 excavator 21.37 $ SUBTOTAL-EQUIPMENT $ EQUIPMENT OVERHEAD&PROFIT @ 21% $ EQUIPMENT TOTAL $ MATER IALSFS ERV ICE SIREN TA LS MATERIALS l SERVICES Quantity Units Unit Price DOLLAR AMOUNT Garmire 1 ea $ 3,075,00 $ 3,075,00 SUBTOTAL $ 3,075,00 OVERHEAD&PROFIT @ 21% $ TOTAL $ 3,075.00 Verification of Hours Worked. TOTAL: $ 3,075.00 12%MARKUP (for prime when subcontract work) $ 369,00 Contractors Reprasentative Date `'m ��✓� SHEET TOTAL: $ 3,444.00 r Ownefs Representative Date f ,, Pay E imaf tered: Date. By: I Sheet No,: 21 DAILY REPORT OF ��I�,,,,, FORCE ACCOUNT WORKED ' Project Name: LID 363 224th ST Improvements Project No: 99.3003 Item No.; Date 8/20/2018 Description of Work Replace Type 8 Jbox with Type 2 in traffic Island work by Subcontractor?: yes Prime Contractor: SB Structures Sub-Contractor: MT Electric LABOR STRAIGHTTIME OVERTIME DOLLAR NAME CODE OCCUPATION Hrs Hourly Rate Hrs OT Rate AMOUNT Tom Judqe Foreman 8 9027 $ 722.16 Steve G Ground Person 8 53.61 $ 42888 $ $ SUBTOTAL LABOR: $ 1,15104 LABOR OVERHEAD&PROFIT @ 29% $ 333.80 LABOR TOTAL $ 1'.,464.84 EQUIPMENT EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR Equipment# Equipment Description Hrs Hourly Rate Hrs I Standby Rate AMOUNT Service Truck Ford B 15.07 $ 120,56 Service Truck Chevv 8 15.07 $ 120.56 185 Compressor 8 8.00 $ 64,00 303.5 excavator 8 21,37 $ 170,96 SUBTOTAL-EQUIPMENT $ 476.08 EQUIPMENT OVERHEAD&PROFIT @ 21% $ 99.98 EQUIPMENT TOTAL $ 576.06 MATERNALSIS ERVICESIRENTALS MATERIALS f SERVICES Quantity Units Unit Price DOLLAR AMOUNT Tvoe 2 Jbox 1 ea $ 425,00 $ 425,00 $ SUBTOTAL $ 425.00 OVERHEAD&PROFIT @ 21% $ 8925 TOTAL $ 514.25 Verification of Hours Worked: TOTAL: $ 2,575.15 12%MARKUP (for prime when subcontract work) $ 309.02 r 'Contractor's psoeassa,eiv, ✓' &�. .... Date `/' ' SHEET TOTAL: $ 2,664.17 Owners Representative -- Pay ES ' ate ed: Date: By: DAILY REPORT OF FORCE ACCOUNT WORKED Date 8120(2018 Project Kent Lid S224th Prime Contractor SB Structures Subcontractor MT Electric Work Performed Excavate roadway and extend conduits to conform to new type Il}box in island as directed i Date Workman andlor Docupatton of worker hre rate of Amount of Sem" equipment working and equipment typalske worked pay Tom Judge Journeyman foreman 8 90.27 $722.16 Journeyman 0 82.19 $0.00 Steven Gribowsk amoundperson 8 53.61 $428.88 groundperson 0 53.61 $0.00 $0,00 $0.00 Labor subtotal $1 J51.04 2911.mark u $333.80 Labor total $1.484,84 service truck 16 $15.07 $241.12 580M Backhoe 0 $40.3�7({ $0.00 185OFMcompressor 8 $B.bV $64.00 303.5 Excavator 8 $21.37 $170,96 5yd Dump Truck 0 3$.23 $0.00 Bucket truck 0 69,57 $0.00 Equipment subtotal $476.08 21%markE $99.98 E u menttotal $576.06 ►Aatertalal&ubmtraotor Misa PVC 0 0 $0,00 Type 2 J-box 1 425 $425.00 $0.00 $0.00 $0.00 $0.00 $0.00 Materials subtotal $425.00 21%mafkup $89.25 Materials total $514.25 Subtotal for labor,equipment.materials $2,575.15 Iota'1a Subcontract $2.575.15 PrimeMarku 12% $309.02 InspwlorSignature TOTALI $2,884.17 Gamine lronWerks,Inc CONTRACTOR: MT ELECTRIC 5620-48ds Drive N.E. • Marysville, WA 98270 CONTRACT: LID 363 224th St Bridge-Steel Pole (360)651-1001 -Pax(360)651-1002-sales@garrnireiromvorks,com POLE: STD NI AND 82 PROCEDURE FOR ROTATING LA NIOUNLING PLATE STEP 1:CUT EXISTING POLE SHAFT 0'-2"BELOW LUM ARM MOUNTING PLATE STEP 2: ROTATE LUM ARM PLATE TO 0-DEGREES FROM MA SIMPLEX AND REMOVE/GRIND GALVANIZE FROM WELD AREA STEP 3: INTSTALL BACK UP RIND AND WELD THE POLE WITH A az� ca. 5/16"SINGLE BEVEL GROOVE WELD PER AWS D1.1 STEP 4: : GRIND/BRUSH WELD AREA OF ANY SHARP EDGES OR DUST STEPS: REPAIR GALVANIZE IN THE WELD ARE PER ASTM A780-HOT STICK