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Home My WebLink AboutPW14-203 - Change Order - #7 - SCI Infrastructure, LLC - SR 516 to S 231st Way Levee Improvements - 03/16/2015 I ® e r s Management , "*f�K��T WAS„INGTON ' f Document , 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: SCI, Infrastructure, LLC, i Vendor Number: JD Edwards Number Contract Number: PW14-203 - (YfL4 This is assigned by City Clerk's Office Project Name: SR 516 to S 231" Way Levee/Rusell Road Upper Levee Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment ❑ Contract ❑ Other: Contract Effective Date: 8/27/2014 Termination Date: Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Toby Hallock Department: PW Engineering Contract Amount: 2,176,334.02 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): Change Order#7 As of: 08/27/14 KEAIT CHANGE ORDER NO. #7 NAME OF CONTRACTOR: SCI Infrastructure, LLC, ("Contractor") CONTRACT NAME& PROJECT NUMBER:SR 516 to S 231" Way Levee Imo /Russell Road Upper Levee ORIGINAL CONTRACT DATE: August 27, 2014 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: Place 18" amd 12" sleeves for private utility sleeves under concrete retaining wall to save the city approximately $2000.00 versus trenching all the way around the wall termination to the south. 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, $2,176,334.02 (including applicable alternates and WSST) Net Change by Previous Change Orders $60,744.79 (incl, applicable WSST) Current Contract Amount $2,237,078.81 (incl. Previous Change Orders) Current Change Order $4,600.00 Applicable WSST Tax on this Change $437.00 Order Revised Contract Sum $2,242,115.81 CHANGE ORDER - 1 OF 3 Original Time for Completion 120 working days (insert date) Revised Time for Completion under 125 working days prior Change Orders (insert date) Days Required (f) for this Change 0 calendar days Order Revised Time for Completion 125 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. CONTRACTOR: CITY OF ENT: S � a gy i (signature) 01'' ( nature) Print Name: 1-,0 n �s�S AL(-CD Pri Name: ,tt. Its ))rb �1' P Its i (title) itle) _ DATE: 2. ` 2 h /67 DATE: / 15_ CHANGE ORDER - 2 OF 3 • FILE NO: 200.2 KENT w.,.. . . , CHANGE ORDER WORKSHEET NO. 7 Construction Management Division — Public Works Project: SR 516 to S. 231" Way Levee Project No.: 09-3006.2 Improvements - James/Russell Project Engineer: Toby Hallock Fed-Aid No.: Owners Rep: Jason Barry Contractor: SCI Infrastructure, LLC Date: 12/26/14 I I. PROPOSED CHANGE Place 18" and 12" sleeves for private utility sleeves under concrete retaining wall; STA. 1+94, 18 ft. RT. II. REASON AND BACKGROUND FOR CHANGE Saves the City approximately $2000 versus trenching all the way around the wall termination to the south. III. METHOD OF PAYMENT NEW PAY ITEM(S) ❑ Not Applicable Change Order No. - j FOR ACCOUNTING USE ONLY Sch. No. Item Description I Total i City this .i Unit Unit Price Total Estimated Cost of i Est. City PE Item -------- ---------- ,..., -.__..__-. �. ------ -...-.- - ------ ------ _.... -------�. . ...-. .-------------- 6 Private utility sleeves STA. 1 1 LS $4,600.00 $4,600.00 1+94 ® I Independent Estimate Attached ❑ CREATE PAY ITEM ONLY- Payment to be made ® PAY THIS PAY ESTIMATE -REQUIRED __ _ --_ -at a later date upon_complehon of-work _--_- I __ ❑ t Material Submittals Required - CC: Construction Coordinator New Sub Regrd4 No DELETE EXISTING PAY ITEM(S) per 1-09.5 ® Not Applicable Change Order No. - ! FOR ACCOUNTING USE ONLY Sch No. 1 B I No. Item Description City.- Unit Unit Price Cost of Item C I ❑ Independent Estimate Attached -REQUIRED ❑ INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable Change Order No. ! -i FOR ACCOUNTING USE ONLY Sch. No. B I No. ! Item Description Qty- _ Unit Unit Price Cost of Item _ _.-. -- _ j I f I _. - - -- I _ _ . ----- -- - 1 REV. DATE: 4/01/10 I i I • FILE NO: 200.2 KENT Independent Estimate Attached - REQUIRED TOTAL ESTIMATED COST OF CHANGE ORDER * $4,600.00 *Total of the cost of Item Columns THIS PAY ESTIMATE $4,600.00 IV. WORKING DAYS Original Contract 120 Due This Change Order* Q Previous Total 1125 -- j--- _ -..._ - - DATE T_7 i6 14 ____. _..___ _.._)_DATE !:_10/25/14 ..... * Ex lanation Justification Required., TOTAL WORKING DAYS* 125 *This Change Order + Previous Total li All work, materials and measurements to be in accordance with the Standard Specifications and Contract Special Provisions for the type of work described. I Prepared By: Date: J o yarr Construction Supervisor: Date: Paul uehne Construction Manager: - ✓ _ rr�. Date: Eric Connor I 2 REV. DATE: 4/01/10 7 �. ✓t-"v9ziJti."� N9��s,%y�`.� JeS /�rr�-rPJ�'S97A� �`�L v - 5 a-f-vk- ��--- I ! P Mier` �pov'v-, a+a;; 6a^n� v-E4a�v s€;.�P ► b NR_ �6�1� = 3 � f N v' cL ,Cer PHei Fh2 6 V z 4 b L-asr� 4�r�Se a�F-1fRU� rraruu �a HqL S �� y' 7 i $12g� szo 12.0 730 � i I Li" I '° 16G1 Iv 658 ®i o L r -3, 5`6 � OT- ri3 saLF 757' 6u4 j f P 3" zH,75 fZ 8 i CIO C-0 i IJ(� OF I . r s mq«aSRmrsa, Lev ear+aawrk\A« c%Add Casing Lump Emprice roll @ for added cas m. ° Item races . ^ 5 Ada Casing Inst£ A L/ Total Lump Sum me m. > The price shown includes all workoutside of original con tscope. S:IJOBS\1414-SR516 to S 231 Levee S Reach\05 Extra Work\Add CasingAdd Casing Price Includes supplying one SCH 80 1 8" casing I V Long with Install, One 12" DI sleeve for clearance on utilities left over from existing storm removal Price Includes end seals with neoporene boots. Price Includes Delivery to Jobsite I Labor: Rate/MH No. Hours / Day Days Subtotal: Operator 61.33 2. 8.00 0.75 735.96 Pipelayer 52.24 1 8.00 1.00 417.92 Foreman 64.17 1 8.00 0.75 385.02 Teamster 55.86 1 2.00 1.00 111.72 Subtotal Labor: 7,650.62 Labor Markup 29% 476.68 I Equipment: Rate/Hr No. Hours / Day Days Subtotal: Komatsu PC 200 78.00 1 8.00 0.75 468.00 Ford 1 Ton Tool Truck 45.41 1 8.00 1,00 363.28 Foreman Truck 16.48 1 8.00 0.75 98.88 Mack Truck and Trailer 95.14 1 2.00 1.00 190,28 Subtotal Equipment: 1,680.44 Equipment Markup 21% 352.89 1C Subcontractors Quantity UM Cost/Unit Subtotal: Subtotal Subs: - Subcontractor Markup 12% - 1 D Materials Quantity UM Cost/Unit Subtotal: 18"SCH 80 Casing 11 LF $ 76.00 1.00 836.00 12"End Seals 2 EA 135.00 1.00 270.00 18"End Seals 2 EA 195.00 1.00 390,00 ll Subtotal Materials: 1,496.00 �Z a"' "�f� Materials Markup 21% 314.16 Subtotal Items IA-ID 5,972.79 1'ota1,Ctid'tlittonat cost 1tA-1'b . "