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PW15-240 - Change Order - #12 - Marshbank Construction, Inc.- Central Ave S Pavement Preservation and Utility Improvements - 06/28/2016
r s a,n��,. KEN TDocument r «, r WASHSNGTON r s:% 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: Marshbank Construction, Inc. Vendor Number: ]D Edwards Dumber Contract Number: PW 15-249 — This is assigned by City Clerk's Office Project Name: Central Ave S Pavement Preservation and Utility Improvements Description: 0 Interlocal Agreement ® Change Order ❑ Amendment El Contract ® Other: Contract Effective Date: 7/6/2015 Termination Date: Contract Renewal Notice (Days): Dumber of days required notice for termination or renewal or amendment Contract Manager: Mark Madfai Department: PW Engineering Contract Amount: $5,819,698.74 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): Change Order #12 As of: 08/27/14 1,4 • KENT W A 8 X I M O T O. CHANGE ORDER NO. 12 NAME OF CONTRACTOR: Marshbank Construction, Inc. ("Contractor") CONTRACT NAME & PROJECT NUMBER: Central Avenue S Pavement Preservation and Utility Imp. ORIGINAL CONTRACT DATE: July 6, 2015 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: This change makes agency directed revisions to the contract planing and HMA overlay work. This change implements a requirement to preform both the HMA Overlay and Pavement Planing work at night. Bid items are added for 2" and 2 1/4" uniform depth planing, 40" wide planing for pavement repair, light plants, and premium costs for the disposal of millings acquired during night shift work. This change deletes the Fabric Crack Stabilizer and Fabric Reinforcement bid items from the contract due to 2 large and relatively wide cracks which ran longitudinally down the roadway 13' from the curb in both North and Southbound through lanes. 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, $5,819,698.74 (including applicable alternates and WSST) Net Change by Previous Change Orders $93,093.79 (inch applicable WSST) Current Contract Amount $5,912,792.53 (incl. Previous Change Orders) Current Change Order $42,795.25 Applicable WSST Tax on this Change $-5,799.75 Order Revised Contract Sum $5,949,788.03 CHANGE ORDER - 1 OF 3 Original Time for Completion, 180 working days (insert date) Revised Time for Completion under 5 prior Change Orders (insert date) Days Required (fl for this Change 6 calendar days Order Revised Time for Completion 191 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, claimis 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. ?9 1011�' CONTRACTOR: 'C rTfO F K E N T: By: By 11(s' nature} (sidnature Print Nam P r i n�t Name: t aZ -'T- LknpAc 9 F, u, Wb - oweCAW Its 14 Its (i / DATE: 1�2 DATE: CHANGE ORDER 2 OF 3 APPROVED AS TO FORM: (applicable if Mayors signature required) Kent Law Department ffsfsf[In this field,you may enter the electronic fElepath where the contract has been saved] CHANGE ORDER - 3 OF 3 KENT FILE NO: 200.2 W CHANGE ORDER WORKSHEET NO. 12 Construction Management Division — Public Works Project: Central Ave. S. Pavement Project No.: 13-3004 Preservation and Utility Improvement Project Project Engineer: Cameron Bloomer, PE Fed-Aid No.: STPUL-1071(006) Owners Rep: KBA, Contractor: Marshbank Construction, Inc Inc Date: 6/15/2016 I. PROPOSED CHANGE This Change makes agency directed revisions to the Contract planing and HMA overlay Work. This change implements a requirement to preform both the HMA Overlay and Pavement Planing work at night. Bid items are added for 2" and 2-1/4" inch uniform depth planing, 40" wide planing for pavement repair, light plants, and premium costs for the disposal of millings acquired during night shift work. This change deletes the Fabric Crack Stabilizer and Fabric Reinforcement bid items from the Contract. This change also adds 6 working days to the Contract. Ii. REASON. AND BACKGROUND FOR CHANGE Early in the project, the City noted 2 large and relatively wide cracks which ran longitudinally down the roadway 13' from the curb in both the North and Southbound through lanes. To extend the time before the cracks reflected through the new overlay, the City elected to increase the planing width and depth to include the crack within the limits. The City also obtained pricing for a 40" wide and 2" deep planing item, allowing for the ability to grind the longitudinal cracks out further as needed. Due to the additional planing over the cracks, the City determined that the fabric crack stabilizer would have a minimal benefit and deleted the bid items from the Contract. The manufacturer refused to accept a return of the material, due to the purchase being made greater than 30 days prior to the attempted return. At a HMA Pre-Activity meeting, the contractor suggested the planing limits be changed to a 2" uniform grind across the entire roadway. The contractor noted the high number of utility crossings and other pavement patches, both new and old, that can lead to bumps in the new overlay if the roadway is not ground. The City reviewed the costs associated with this, and agreed to revise the planing as proposed. In an effort to limit the impact of access issues associated with the HMA Overlay work on adjacent residents and businesses, the City requested pricing from the contractor to perform this work at night. The Contractor noted that, for the HMA overlay, the only cost would be for the additional lighting needed. The City also requested pricing to perform the Pavement Planning at night, which requires a yard to stay open to accept the millings from the planing operation. The City and MCI negotiated the prices, and agreed to have both the pavement planing and HMA overlay work performed at night. 1 REV. DATE: 4/01/10 KENT FILE NO: 200.2 After observing the first shift of 2" deep uniform pavement planing, the City noticed some delamination issues present between the first and second layers of the existing roadway. To address this, the City directed the contractor to increase the depth of the planing 0.25", to 2- 1/4". Payment would be at an increased rate of 12.5% over the agreed to unit prices. 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 j Total Estimated Cost of i s Qty I PE Item Al j CO 012-01 Planing 12,660 ; 0 i SY ; $4.00 $50,640 Bituminous Pavement, 2" i Uniform Depth Al CO 012-02 Planing 25,320 0 SY -_—$4.50 $113,940 Bituminous Pavement, 2-1/4" I Uniform Depth ` i f Al ` CO 012-03 Planing 3,690 0 SY $7.00 $25,830 Bituminous Pavement, 40" i I Wide and 2" Depth for i Pavement Repair i Al [ CO 012-04 Millings Disposal 12,660 SY $0.36 ' $4,557.60 Premium for Night Work, 2" i f Uniform Depth i Al CO 012-05 Millings Disposal 25,320 ' SY $0.41 $10,381.20 Premium for Night Work, 2- s 1/4" Uniform Depth Al CO 012-06 Dump Site 3 EA $750.00 $2,250 Opening Fee For Pavement i Planing Night Work Al CO 012-07 Light Plants for 24 1 EA ; $290.00 $6,960 Pavement Planing and HMA ' Overlay Night Work Al CO 012-08 Material Cost For 1 LS $23,166.45 $23,166.45 Fabric Crack Stabilizer Deletion Independent Estimate Attached € CREATE PAY ITEM ONLY- Payment to be made ❑ ` PAY THIS PAY ESTIMATE f -REQUIRED at a later date upon completion of work i ❑ " Material Submittals Required -CC: Construction Coordinator I New Sub Reqrd? s No DELETE EXISTING PAY ITEM(S) per 1-09.5 ❑ Not Applicable Change Order No. - FOR ACCOUNTING USE ONLY Sch_No. Al B.I. No. Item Description Qty € Unit I Unit Price Cost of Item ..._._...—.._..__...._..__..._-------------- __._ Al i 1110 Planing Bituminous 14,500 SY $3.00 $43,500 I I Pavement _Al 1115 Fabric Reinforcement 13,000 SY _ _ _$2.00 _ $26,000 Al 1120 Fabric Crack Stabilizer 1,700 SY $37.00 $62,900 B2 1 2009 Fabric Crack Stabilizer 1 650 SY $37.00 $61,050 _ ..___.._.___.._. _._..__.__.-____-__. ___.__._._.__ _...___� ._� _..._.._ ._..__._._,..__.._ ._ 2 REV. DATE: 4/01/10 • T FILE NO: 200.2 KEN (R Y134 14009 i Fabric Crack Stabilizer —�- 40 - 1 SY 1 $37.00 -__1 $1,480 I Independent Estimate Attached-REQUMED i ( - . INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable Change Order No. i - I ! FOR ACCOUNTING USE ONLY Sch-No. j B.I. No. Item Description coty _ Unit Unit Price Cost of Item ............_.._.__-_ Independent Estimate Attached -REQUIRED TOTAL ESTIMATED COST OF CHANGE ORDER * $42,795.25 *Total of the Cost of Item Columns THIS PAY ESTIMATE IV, WORKING DAYS Original Contract r 180 Due This Change Order* 6 I Previous Total 185 ..._....._..__.._—__._____I DATE:__ i Explanation/Justification Renuired:The work added by this change order both delayed the start and increased the duration i of the Pavement Planing critical path activity as follows: The increased planing area required the lowering of approximately 50 { additional utilities in the roadway before Pavement Planing could begin. Crews lower approximately 15 utilities per day,delaying the start of grinding by approximately 3 working days. The 40"wide Pavement Planing for Pavement Repair work took 2 days to r complete, and delayed the Pavement Planing critical path activity by those 2 days.The Increased surface area to be planned to I a uniform surface took 1 additional working day to complete, In total, 6 working are determined to be a fair and reasonable increase to the Contract working days. TOTAL WORKING DAYS* 191 *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: Ow� t. Date: fob/s�2o% Construction Supervisor: /1/ Date: Construction Manager: �t�v ��e� Date: 3 REV. DATE: 4/01/10 Chapter 52 Local Administered Projects Appendix 52.106 Change Order Checklist Change Order Question Yes No NIA t 1. Does the change order alter the termini,character,or scope of the work? If yes,you mast have H&LP approval to be eligible for federal funds. If yes,you must submit a revised Page 1 of the prospectus. 0 0 0 2. Is the Change Order over$7,500.00 and outside the scope of work? (3 If yes,the ehange cannot be a change order and must be an independent work. 0 0 0 3. Does the Change Order detail all items involved with the change? 0 0 4. Does the Change Order include an adjustment in working days? Z" 0 0 If yes,the time extension must be stated in the Change Order. If yes,an independent engineer's estimate of time must be included to document the 0 0 extension. If no,that must be stated in the Change Order. 0 0 0 5. Does the Change Order alter the DBE Condition of Award? lr 0 0 If yes,you must obtain concurrence form Local Programs. 0 0 If yes,you must obtain the DBE's signature on the Change Order. 0 0 0 6. Does the Change Order involve a material substitution? 0 2" 0 If ves,you must determine if a material credit is appropriate. 0 ❑ 0 7. if Change Order work started prior to it's execution,prior verbal approval by the o Ei 0 r. Approving Authority must be granted and documented. 8. Has the Change Order been signed by the contractor? 0 0 0 9. Has the Change Order been executed by the Approving Authority? 0 0 0 If you are a"non CA Agency",you must have the acting CA Authority's approval. 0 0 0 10.Has an independent engineer's estimate justifying the costs and time extensions been Le 0 0 Y completed and documented? 4 11.Has a detailed memo outlining the chronology of events,basis of need,costs and lJ 0 0 working days been prepared and placed in the the accompanying the Change Order? Appendix 52.106 Change Order Page 1 of 1 Revised 413012014 WSDOT Local Agency Guidelines M 36-63.27 Page 52.19 April 2015 i " T CGCl AGEME 4T h7 wNAGERSECaT WASHINGTON MEmo To FILE Central Ave.S. Pavement Preservation and Utility Project Name: Central Date: 6/612016 Contractor: Marshbank Construction, Inc. Contract No: 13-3004 Owner: City of Kent Federal Aid No: STPUL-1071(006) Subject: Change Order 012 Chronology of Events Message 9/9/2015 KBA compiled a cost estimate for grinding out a seam running down Central Ave in both directions 9/23/2015—The City issued Request for Proposal 004 to Marshbank Construction (MCI), requesting a cost proposal for 2" depth uniform planing, and 40"wide 2"depth planing for pavement repair.The City also requested costs for deleting the fabric crack stabilizer items from the contract 9/29/2015—MCI responded to Request for Proposal (RFP)004 with Serial Letter 009. 10/1/2015—The City directed MCI to delay the HMA overlay portion of the work that was to be completed within the first 60 working days of the project.The HMA overlay wili now be performed at the end of the project. 2/2/2016—The City responds to MCI's proposal with Serial Letter 010.The city accepted the pricing for both the 2"uniform depth planing and 40"wide planing for pavement repair.The City requested additional information on the proposal to delete the fabric crack stabilizer from the contract. 3/16/2016—The City issued FWD 019—directing MCI to extend the planing limits,as described in RFP 004, 3/17/2016—MCI provided Serial Letter 021,providing additional cost information for the deletion of the fabric crack stabilizer. The supplier noted the manufacturer would not take back the material. 3/22/2016—Progress Meeting 034,the City requested MCI provide more information on fabric crack stabilizer costs. 4/14/216—HMA Pre-Activity meeting is held.MCl/Lakeside propose planing the entire roadway at a 2"uniform depth. 4/15/2016—City and KBA met to discuss cost impacts associated with planing the entire roadway at a 2" uniform depth as proposed by MCl/Lakeside. 4/19/2016—At Progress Meeting 038,the City requested pricing to perform the HMA overlay at night 4/20/2016 MCI provided a proposal for light plants to pave at night.KBA put together cost estimate for the same work. 4/21/2016—City requested pricing to perform the grindang work at night, 4/22/2016—City agreed to the price for light plants,and requested 3 be onsite the first night of paving. 4/26/2016—MCI provided a letter from Hanes Geo Components,stating that the manufacturer of the fabric crack stabilizer will not take back material that was purchased greater than 30 days prior to the return.in Progress Meeting 039,the City accepted MCl/Lakesides proposal to plane the entire roadway to a uniform depth of 2". 4/27/2016—MCI provided Serial Letter 028, providing pricing for light plants and premium costs for grinding at night.KBA and MCI negotiated pricing,noting that there is a premium for keeping a dump site open to accept millings from the planing work. 5/3/2016—The City issues FWD 01.9—Pavement Planing and Fabric Reinforcement—REV 1.This officially directed MCI to altered the planing limits shown in FWD 019 sent on 3/16/2016,to 2"uniform depth across the entire roadway width. 5/4/2016--The City agreed to MCI cost proposal for planing at night,and directed MCI to proceed with that work at night, noting a change order would be issued to provide compensation. 5/17/2016—After the first night of roadway planing,the City noted some delamination issues.A cost analysis was performed, and the City/KBA to direct MCI to plane the roadway to a depth of at 2-1/4". Payment would be at a 12.5%premium over the 2"depth price. 5/31/2016—At Progress Meeting 044,MCI and the City agreed to add 6 working days to the Contract 1 of 2 P-11 (Rev. 8/11) .. CGS#Si♦UCTION «rrr.• KENT MANAGEMENT WASH IM GTOW MEMO To FILE Cameron Bloomer, RE Resident Engineer 6/6/2016 - ----------------- ----------- ©ate 2 of 2 P'-11 (Rev. 8/11) Cameron Bloomer From: Cameron Bloomer Sent: Wednesday, September 09, 2015 5:20 PM To: econnor@kentwa.gov; Madfai, Mark Cc: Nsharra Key;Steve Cox Subject: Grinding Seam Cost Estimate Attachments: Grinding Seam Cost Estimate.xlsx Ni Eric/Mark, I reviewed the cost of grinding out the seam down both sides of Central running 3 scenarios:85%of length (total minus areas current patch or without seam present), 50%, and 35%(minimum to remove cold patch areas). To offset the cost, I included the deletion of the 24" wide fabric crack stabilizer for each. I also assumed we would remove the fabric reinforcement from the 10'wide planning areas and move them to the seams not being ground out (for the 50%and 35%scenarios). This was recommended by Lakeside's superintendent. Good news is I estimate we come out saving even if we grind out 85%of the length. Down side is this will probably cost us 2 working days in the 60 day window,I don't think the direct cost of the delay is a lot,but it pushes us further into the dark and rain of October. I assumed the new grinding unit cost was 4x the bid price for planning, as it is 4x as deep. Please take a look and let me know if we want to issue a Request for proposal. Thank you, Cameron Bloomer,PE T425.990.2949 1 C206.819.71481 Ecbloomer@kbacm.com KBA, Inc. I Construction Monagement Specialists I wtrltyAhacaixo 1 Id M= A cuuSTACIWMANA09MV41 Independent Cost Estimate Project blame: Central Ave S. Pavement Preservation&Utility Improvements Potential Iss Description: Grind 40"wide 4"deep at/m of total job shown Assumptions: Assume planing 4"depth is 4x as expensive as the avg 1"depth,grind in bid price Work by Subcontractor?: Prime: Marshbank Sub-Contractor: DOLLAR BID ITEM DESCRIPTION Unit Unit Cost AMOUNT 85% New Griding 85% 40"wide 4" deep Grind SY 3688 $ 12.00 $ 44,256,00 1095 HMA-This is 85%of the total job Tn 857.65 $ 91.00 $ 78,046.15 1120 delete Fabric Crack Stab SY -37 $ 1,700.00 $ (62,900.00) 2009 Delete Fab criack Stabilizer SY -37 S 1,650.00 $ (61,050,00) 1115 Delete Fabric reinforcement SY -2 S 13,000.00 $ (26,000.00) 3000 Traffic Control Labor 40 $ 57.00 $ 2,280.00 S S - $ (25,367.85) $ (25,367.85) Date: 9/'9/201.5 By: Cameron Bloomer . 1 of 4 P-13(Rev, 7112) em 4k�Tp 6f N Independent Cost Estimate M AN aGENCJIR Project Came: Central Ave 5.Pavement Preservation& Utility Improvements Potential Iss#: Description: Grinding out 50X of seam 4" deet and 40"wide, cover over 50%of seam with fabric reinforcing Assumptions: Assume planing 4"depth is 4x as expensive as the avg 1"depth grind in bid Work by Subcontractor?: Prime: Marshbank Sub-Contractor, DOLLAR BID ITEM DESCRIPTION Unit Unit Cost AMOUNT 5[1% m New Gridin 50% 4 0�,wide ide 411 deep Grind 2170 $ 12.00 $ 26,040.00 HMA HMA This is 50%of the total job Tn 505 $ 91.00 $ 45,955.00 $ 1120 Delete Fabric Crack stabilizer SY -37 $ 1,700.00 $ (62,900.00) 2009 Delete Fabric Crack stabilizer 5Y -37 $ 1,650.00 $ (61,050.00) 1115 Fabric reinforce nient,50%over seams,delete 50% SY -0.5 4H#### ### $ (13,000.00) 3000 Traffic Control Labor 32 $ 57.00 $ 1,82.4.00 $ $ - $ (63,131.00) $ (63,131.00) Cate: 9/9/2015 0 By: Cameron Bloomer tm,0,5 t l 2 of 4 P-13 (Rev. 7/12) HANACCNVIT1 Independent Cost Estimate Nh"h GGUGIIT Project Name: Central Ave S. Pavement Preservation&Utility Improvements Potential Iss#: Description: Grind 40"wide 4"deep at the locations shown.49+50 to 73+20, Assumptions: Assume planing 4"depth is 4x as expensive as the avg 1"depth grind in bid price Mork by 5ubwntractor7: Prime: Marshbank Sub-Contractor: DOLLAR BID ITEM DESCRIPTION Unit Unit Cost AMOUNT 35% New Griding 50% 40"wide 4"deep Grind 5Y 1500 $ 12.00 $ 18,000.00 HMA This is 50%of the total job TN 348 $ 91,00 $ 31,668,00 1120 delete Fabric Crack stabilizer SY -37 $ 1,700,00 $ (62,900.00) 2009 Delete Fabric Crack stabilizer SY -37 $ 1,650.00 $ (61,050.00) 1115 Fabric reinforcement, use 65%over seamed areas, delete -0.35 ######### $ (9,100.00) $ - I 3000 Traffic Control Labor 24 57.00 $ 1,368.00 $ Y $ (82,014.00) $ (82,014.00) Gate: 9/9/201s El t By: Cameron Bloomer ' tYt ,� 2r 3 of 4 P-13 (Rev. 7/12) nnllsrevcrlale Independent dent Cost Estimate HAI/AGE:.AuEMY Project flame: Central Ave S. Pavement Preservation&Utility Improvements Potential kss#: Description.- Delay cost of 2 working days. Assumptions; Assume planing 4"depth is 4x as expensive as the avg 1"depth grind in bid price i Work by Subcontractor?: Prime: Marshbank Sub-Contractor:. DOLLAR BID ITEM DESCRIPTION unit 1 unit Cost AMOUNT Jason H @ 25% 4 1 $ 90,00 $ 360.00 Eric A @ 50% 8 1 $ 70.00 $ 560.00 Jason V @ 50% 8 $ 63.00 $ 504.00 Dave p @ 50% 8 $ 63.00 $ 504.00 $ Trailer/lard 2 1, $ 150.00 $ 300.00 i $ Vehicies 28 $ 20.00 $ 560.00 $ $ 2,788.00 $ 2,788.00 Date: 9/9/2015 E3 By: Cameron Bloomer K .( 4 of 4 P-13 (Rev. 7/12) RFP - Pavement Planing Page 1 of 2 SharePoint Newsfeed OneDrive Sites Cameron Bloomer- :f."; Request for Proposal (RFP) �� p.7 mLs vd�t ME= Project Number Project Federal Aid No. Date 9/23/2015 RFP No. 004 Subject ' Pavement Planing Specifications) 5-04 Not Mix Asphalt Plan Reference 4 of 37 To: Provide proposal within fifteen (15)days or as stated above for the scope of work described: NOTE:This is NOT a change order and does NOT constitute approval or notice to proceed on the issue. SCOPE Provide a cost proposal for each of the three proposed changes to the contract: 1) Provide 3690 SY of Planing 40"wide and 2"deep.The planing shall be centered on the longitudinal crack in the left hand travel lanes in both the North and South bound directions. 2) Extend the exisitng 10'planing limits shown on Roadway Section A, plan sheet 4 of 37 to 14'.The planing will change from a taper plane over the 10' section to a uniform 2" depth. 3) Delete the 24"wide Fabric Crack Stabilizer, Bid Items ]120 and 2009,from the contract. MATERIAL http://www.kb aportal.com/project/Central Av eS outh/Lists/RFP/Di spForm.aspx?ID=6&S our... 6/6/2016 RFP - Pavement Planing Page 2 of 2 For Proposal item: 1) Backfilling of HMA pu—VC iCi- in tii pi'uiiCd u cur r'rili vC dv lC using aI 1.095 UAAn Ciu$5 1/2 , w Gf 22 A W N7 AND Y ' T e installed in the planned area using Bid Item 1105 HMA for Preleveling Class 3/8", PG 64-22 For Proposal Item: 3) N/A 1) Provide a unit price per Square Yard. Measurement and Payment sill be in accrodance with the Kent Special Provisions Section 5-04.5 - Planing Bituminous Pavement 2) Provide a unit price per Square Yard. Measurement and Payment sill be in accrodance with the Kent Special Provisions Section 5-04.5 - Planing Bituminous Pavement 3) N/A Contractor Review Related GC Documents Close Ver,ion:2.0 Content Lype:1tF:111 Created at 9123/201.5 3:05AP PM W Cameron Bloomer Last modified at 9/2 V2015 107:34 F'M by Cameron Bloomer h ttp:/Avww.kbaportal.com/prof ect/Central AveSouth/Lists/RFP/Di spF orm.aspx?1D=6&Sour... 6/6/2016 A A Cont. Lic. MARSHCP05106 i OSEiMiSE No. OIh40011507 September 29, 2015 Cameron Bloomer,PE City of Kent 400 West Gowe Kent, WA 98032 RE: Central Ave S Pavement Preservation &Utility Improvements Project No. 13-3004 Federal Aid Number: STPUL-1071(006) Pavement Repair and Planing Proposal - RFP 4 Response Serial Lctter No, 9 Cameron, Bclow is out proposed pricing for RFP 4. Prieing assumes that the work can be completed in a continuous manner for the prescribed paving outlined in the waster schedule. Quantities assure areas for the entire project. Item Description Units Qty Unit Price Total Price 1 Planing Pavement for Pavement Repair SY 3,690 $ 7.00 $ 25,830.00 2 Planing Pavement 2" Uniform Depth SY 16,500 $ 4.00 $ 66,000.00 3 Deletion of Fabric Crack Stabilizer LS 1 $ 12,635.36 $ 12,635.36 Other items not specifically listed arc to be paid per their respective unit prices. Item one will require an additional six working days over the:course of the project. Deletion of B1 1120 and 2009 to be paid per WSDOT SS 1-09.5 Please review and let us know what questions you have:. Sincerely, Marshbank Construction Inc. Jason Heide Project Manager PUBLIC WORKS CONSTRUCTION ENGINEERING Eric Connor Construction Manager a L„ 400 West Gowe a Kent,WA 98032 KENT Fax: 253-s5s-ssao VIA 5—1,070n PHONE: 253-856-5533 October 1, 2015 Serial Letter 5 Jason Heide Marshbank Construction, Inc. 3304 Old Hartford lid Lake Stevens, WA 98258 Re. HMS. Paving and Time for Completion Central Ave. So Pavement Preservation and Utility Improvements Contract No.: STPUL-1071 (006) Project No. : 13-3004 Mr. Heide, As discussed via phone on 9/28/2015, please postpone all Planing Bituminous Pavement, HMA for Hull Width Overlay, and other associated activities scheduled to occur in the Southern portion of the project before the Suspension of Work between November 1, 2015 and March 1, 2016. The postponed activities shall be performed in conjunction with the Planing Bituminous Pavement, and HMA for Full Width Overlay, and associated activities schedule for the Northern portion of the project after March 1, 2016. The project milestone to physically complete the portion of the project from Station 49+50 to Station 73-4-81 within the first 60 working days is hereby waived. The milestone to physically complete the Contract in its entirety within 180 working days after issuance of the City's Notice to Proceed shall remain, A Change Order is forthcoming to memorialize this revision to the Contract, �a �w City of Kent Public Works Department Tirnoth J J. LaPorte, P.E. Public Works Director Page 2 of 2 HMA Paving and Time for Completion Central Ave. S. Project Please feel free to contact me at any time if you have any questions or wish to further discuss the contents of this correspondence. Sincerely, Eric Connor, Construction Manager Construction Engineering I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-856-5533 1 Cell 253-797-0693 EConnor@KentWA.gov CITY OF KENT, WASHINGTON Cc: Cameron Bloomer, PE, KBA Resident Engineer Chad Bieren, PE, City Engineer Mark Howlett, PE, Engineering Manager Dave Brock, PE, Public Works Operations Manager Mark Madfai, PE, Design Engineering Supervisor Eric Knowles, PLS, City Surveyor PUBLIC WORKS CONSTRUCTION ENGINEERING Eric Connor Construction Manager 400 West Gowe ,,z� ''® Kent, WA 98032 \ ; �1��� Fax: 253-856-6500 WASMINGTON PHONE; 253-856-SS33 February 2, 2016 Serial letter 10 Jason Heide Marshbank Construction, Inc. 3304 Old Hartford Rd Lake Stevens, WA 98258 Re: Pavement Repair and Planing Proposal — RFP 004 Response, MCI Sl #9 Central Ave. S. Pavement Preservation and Utility Improvements Contract No.: STPUL-1071 (006) Project No.:13-3004 Dear Mr. Heide, Thank you for obtaining and providing pricing for the two new items and one deletion described in Request for Proposal 004, The City has reviewed your proposed pricing and accepts the $7.00 per SY for 40" wide 2" depth planing, as well as the $4.00 per SY pricing for 7' wide 2" depth planing. A Field Work Directive will be issued showing the locations of their use, followed by a Change Order to incorporate the items into the Contract. Thank you for also providing a change request for the deletion of the Fabric Crack Stabilizer, bid items 1120 and 2009, from the Contract. Please provide invoices for the restocking fee and shipping charges, as well as a breakdown of the work performed during the 21 hours of Admin and PM time included on the change request. Please feel free to contact me at any time if you have any questions or wish to further discuss the contents of this correspondence. Sincerely, 'o Eric Connor 7 Cc: Cameron Bloomer, PE, KBA Resident Engineer Chad Bleren, PE, City Engineer m Mark Madfai, PE, Design Engineering Supervisor 3 MAYOR SUZETTE COOKS::_._:_ City of Kent Public Works Department Timothy 3. LaPorte, F.E. Public Works Director 00 WA5HINGTON Field Work Directive FWD 019 Project Name: Central Ave S° Pavement Preservation P Project Number: 13-3004 and Utility Improvements Contractor: Marshbank Construction Federal Aid Number: STPUL-1071 (006) Subject: Pavement Planing and Fabric Date: March 16, 2016 Reinforcement Scope: Mane the following changes to the Contract documents: Contract Drawing 4 of 37: Revise Typical Roadway Sectlon A as shown in attached Design Clarification 014. Extend the planing limits on each side to 21 LF wide. 14 LF shall have a uniform depth of 2 inches and 7 LF shall taper from depth of 2 inches to a depth of 0 inches. Extend the Fabric Reinforcement from 10 feet wide to 21 feet wide. Measurement and Payment: The following work will be measured and paid for in accordance with the Contract Documents for the noted existing bid items: • Bid Item 1110— Planing Bituminous Pavement • Bid item 1115— Fabric Reinforcement The following work will be measured and paid for in accordance with the Contract Documents for new bid items to be added by Change Order, as described and agreed to in Request for Proposal 004. • New Bid Item — Planing Bituminous Pavement 2, Inch Uniform Depth Attachment(s): • Design Clarification 014 Contractor Acknowledgement: By: Gate. Jason Heide, Project Manager owner Approval: By: (. s'cu `�dr' ,,..w Date, 3/16/2016 r Cameron Bloomer, PE, Resident Engineer % 3'16r�16 ., _ Date:. By: Eric Connor, City of Kent THIS FIELD WORK'DIRECTIVE DOES NOT PROVIDE FOR EITHER A TIME EXTENSION OR A CHANGE IN THE CONTRACT PRICE.LABOR,EQUIPMENT,AND/OR MATERIALOUTUNED IN THIS FIELD WORK DIRECTIVE SHALL BE PAID BY BID ITEMS)OR A CHANGE ORDER SHALL BE DEVELOPED FOR TIME EXTENSION OR CONTRACT PRICE INCR'EA,SES. ANY PROTEST TO THE FIELDWORK DIRECTIVE SHALL FOLLOW 1-04.5 OF THE WSDOT STANDARD SPECIFICATIONS. .Vrn - o ovr�a ux ra o-n j,It 0 C: Ci ... g m :ii r r0 rT. i- NpZ U) D z o o>N oa 3-rp Dr cnIL z0CENQ Kz O O �� m mc:)p Z zoo Om r- a a � O r�fz II I 0 p0�iz Z > N c Z r.bMOM Fri f _�� O rmha0 -zi �� ��> f ! � o Z -0 r? [ 'n to T rn Fin �!!! ` 0 o G3 N 3 / ' c z ._ -v �A{ a Mi 1 fD � ! et on X Zm 'v mo 0� n ' m�0[1/7 Z0D tn� i i mOm mmoom crQ -qK f� mz i i i ��m =pC� Crn C) -min i i i nmm L c Q (� OA > ii4 pmz mZ -nzm < z m0 ; 0 NzZN c' r) sm ; z<"'i 000 mmo� ;00 � � <� oALn �10 rD -n >< — �o� n OM> n Enz D 0 z --1 b O n Z n pN r 3 z m CD o r*, rt p MARSHBANK CON STRUCT ION C.'oni. L a AIMRSH0I-0,5106/ GBE&ISE No. 01410011507 March 17, 2016 Cameron Bloomer, PE KBA for City of Kent 400 West Gowe Kent, WA 98032 RE: Central Ave S Pavement Preservation & Utility Improvements Project No. 13-3004 Federal Aid Number: STPUL-1071(006) RFP-4 Serial Letter No. 21 Cameron, Below are the impacts that Joe Metcalf with Penhall Company has issued, per the deletion ofB1 1120 and 2009. It appears the manufacturer will not take back the fabric crack stabilizer material or related items such as mastic adhesive. .v ., ., .•:: ,::,- .. ... Customer.# °: ... , ., .�';. .,.pro.`ressPa''ment# Nierch tuiarshbank Construction M082 'r.:.,, _,_: 2 Pro'ect. Job#. Job C1! ti. SC#IPO# 'S 231056 Kent Co'slCDde . .•,:ActiVif Desert ttoni9^ ... `C6in tale 'Bid"$AmoutiG :.Quantal ,.1 tlntfPriaes Tofal'AmoUnt:• ' Wterials on hand Petro Tac,adhesive and mastic 1 $19,000.00 $ 19,000.00 ..• ;:• •`;�: .:; ? , ;' :Orlgihal Co"ntract.T.otal] $ "i.:CoritractToDate' $ 19,000.00 ,'item Cflari"e'Ordei`.Descr 'tion '. %Com'tete :COSAm ount Quantll ,; Unit.P.rfeel .. Iotal,Amount;`;`: 1 COR 1 Impacts from non returnable materials purchased for the ob(scope efimin 100% 1 $ 23.166.45 1 1$ 23.166.45 2 Binination of materials on hand,due to elinination of scope. 1 100% 1 $ (19,000.00) Is (19,000.00) Ch ' hsTo $bde 'Tal 23,166.45ange c.0 4,166.45 Attention to: GrossAmounttogate $ 23,166.45 Customer satisfaction with work product. Prevfous'Gross Amount Billetl $ Customer satisfaction with service. Gross Amount This Period $ 23,166.45 Customer satisfaction with safety, Less Rete itton ofi 5% $ 1,158.32 Confirmed price. Date ! ! Amount,Earned this Perlad S 22,008.13 Attachments needed. Less Bach Charges $ - Referral opportunities_ NetAmourit Due Thts Pe�Iod " $ 22.008.13 Please review and let us know what questions you have. Sincerely, Jason Heide KENT -=. WAS MI IAG TO KCAS PROGRESS MEETING 034 AGENDA b. PSE c, Metro I, Bus Stop at Celtic Pub likely to move. 1. Cameron to follow up with Owners d. Century Link G. Submittals a. 0 open submittals. H. RFIs a. 0 Open RFI 1. Project Issues/Chancre Mana eq ment a. Field Work Directives i, 002—Sidewalk Removal Limits at Bridge/Saw cut repair 1. Work not complete. ii. 004—Metro Footing 1. In progress iii. 017—Hydrant at 14+53 to Remain iv. 018 planing changes—MCI sent letter noting the supplier of the 24"wide frabric crack stabilizer would not take the material back. City requested an explanation of why. MCI to follow up with supplier. v. 019 KentOx Side Sewer vi. New—WSDOT Standard Castings?Cameron to draft FWD b. Field Memos i. No New Field Memos Last Week c. Request for Proposal i. 007—Handrail Revision at PSE Vault. ii. 009—Water main at 26V new bid items—On Hold iii. 011 —Sewer addition at 25911`Revised with 10' Stub. 1. City Reviewing. City also noted rechanneling of the existing manhole should be included in the price. d. Change Orders I. CO 006—CIPP Liner in Pump Station—MCI signed at Meeting ii. CO 007—Sinkhole—total price agreed to. Cameron to send to City for processing. 2 of 4 P-34(Rev. 9109) H u, V T WASH.INGTON k" KCAS PRE-ACTIVITY HMA and PLANING MEETING NOI TES Owner: City of Bent Meeting Type: Pre-Activity Project Name: Central,Ave S. Pavement Pies, and Utility Imp. Meeting No: l IMA Pre-Activity Contractor: Marshbank Construction Project No: 13-3004 Meeting location: City of Kent Conference looms Fed,Aid No: STPUL-1071(006) Date Start End Meeting Led By: Cameron Bloomer, PE 4/14/2016 2:00 p.m, 3.00 pm Meeting Note-Taker: City of Kent KBA Marshbank Construction Other Teams ® Eric Connor Cameron Bloomer Z Jason Heide ZRob Dennis(lakeside) El Susanne Smith El Nsharra Key ❑ Rob Cammell ® Pat Tavenner(Lakeside) El Mark Madfai Z Steve Cox ❑ Eric Arntson N Mike Bussard(PR Sys) N Joe Araucto Z Sam Schuyler 0 JC Brown Z Sean (Lakeside) Z Bill Thomas El ❑ El Discussion: A. Materials a. Lakeside HMA Class f" PG 64-22, statistically approved for JA8882, with .05% Antistrip. i. Bill of Lading required B. Overlay Schedule a. Weather requirements for paving i, 45 Degrees and Rising, Dry surface b. Shift— i. PR Systems would prefer to do the grinding at night ii. Lakeside prefers to pave during the day. City would like to see paving done at night due to traffic impacts c. Surface Prep—swept and cleaned before tack coat is applied d, Pre-leveling/Grinding i. City will be onsite during grinding and will review the roadway for areas needing additional pavement repair.This is anticipated to occur at the longitudinal cracks on either side of the roadway. e. Sequencing and Equipment. i. MTD/V is required. L Joint location—not on top of the existing longitudinal seams in the left lanes C. Sampling and Testing a. Non Statistical b. Terracon i. At Plant—Cord Feed, Binder and HMA ii, Compaction Tests in Field (92% required) 1 of 2 P-34 (Rev, 9/09) C�`t EST1 M ATE y/rs/ Ib Central Paving Costs CX Plan Item Qty Unit$ Total$ Grinding 14500 SY $ 3.00 $ 43,500.00 Fabric 13000 SY $ 2.00 $ 26,000.00 Fabric CS 1700 SY $ 37.00 $ 62,900.00 WM Fabric CS 1650 SY $ 37.00 $ 61,050.00 Total $ 193,450.00 Revised Plan,RFP 004 Added 2"Grind 19712.9 SY $ 4.00 $ 78,851.56 Grinding 9122.6 SY $ 3.00 $ 27,367.67 Fabric 27367.7 SY $ 2.00 $ 54,735.33 Added HMA 564 Tn $ 81.00 $ 45,684.00 Del FC5 Cost 1 LS $ 25,000.00 $ 25,000.00 Fabric Qty ch 125% ? Total $ 231,638.56 uniform 2" Added 2"Grind 36654.8 SY $ 4.00 $ 146,619.11 Added Fabric 36654.8 SY $ 2.00 $ 73,309.56 Fabric Qty 125% Total $ 2-19,928.67 Amp pc-t t � T;N8r� -�245,ooa KENT � WISNINGTON KCAS PROGRESS MEETING 038 NOTES d. Century Link G. Submittals a. 0 open submittals. i. 24 Hr concrete mix to be submitted ii. Spot repair liner to be submitted H. RFIs a. 0 Open RFIs( See attached Log) I. Project Issues/Chanae Management a. Field Work Directives i. 002—Sidewalk Removal Limits at Bridge/Saw cut repair 1. Work not complete. ii. 004—Metro Footing 1. In progress iii. 019—Pavement Planing and Fabric Reinforcment 1. MCI to provide additional information on non-returnable materials iv. 020—WSDOT Manhole Frame and Cover 1. MCI to provide invoice for additional materials. v. 021 —Driveway Revisions at Celtic Pub 1. Work underway vi. Incomming—FWD for replacement of existing castings found damaged. b. Field Memos i. No New Field Memos Last Week c. Request for Proposal i. 011 —Sewer addition at 2591""Revised with 10'Stub. 1. Cameron to write CO ii. City requested MCI provide costs for paving at night d. Change Orders i. CO OOX—Handrail Revisions—City has agreed to cost. Need schedule information for additional days requested. 2 of 4 P-34 (Rev. 9109) Cameron Bloomer From: Cameron Bloomer Sent: Wednesday,April 20, 2016 12:22 PM To: 'Connor, Eric (EConnor@kentwa.gov)' Cc: McConnell, Phillip Subject: RE: Night Premium Hello Eric, My Estimate for light plants: Equipment Watch rate for Light Plant(high end): 15.34 per hour+ markup= 18,56 per hour. Assume 10 hours of darkness= 185.61 per shift. Labor time for set up,take down, and moving during the shift at$51.08 per hour plus markup=66.61 per hour,or Total is$252.22 per light plan per night, assuming 1 hour of labor. It could easily be 1.5 hours of labor totaling, $285.56 per light plant per night. was thinking 4 light plans,we do have street lights that help. Thoughts? Cameron Bloomer, PE T 425.990.2949 I C 206.819.7148 I E cbloomerPkbacm.com KBA, Inc. I Construction Man ngementSpecialists I +rn��w.kbacmxum From:Jason Heide[mailto:jason@marshbankconst.com] Sent:Wednesday,April 20, 2016 8:41 AM To:Cameron Bloomer<cbloomer@kbacm.com> Cc:'Connor, Eric(EConnor@kentwa.gov)'<EConnor@kentwa.gov>;JC Brown<brown@marshbankconst.com> Subject: Night Premium Cameron We can get you something more formal latertoday, but we're looking at$290/night/light plant as a premium. Not sure what you're thoughts are for quantity, any ideas? Let us know what questions you have Thanks i Cameron Bloomer From: Cameron Bloomer Sent: Thursday,April 21, 2016 9:51 AM To: 'Jason Heide' Cc: JC Brown Subject: RE: Night Premium Hello Jason, Can you please provide a cost proposal for grinding at night? Also,when you get a chance today please give me a call to discuss the light plants. Thank you, Cameron Bloomer, PE T 425.990.2949 1 C 206.819.7148 1 E cbloomer@ kbacm.com i4BA, Inc. I Construction Management Specialists I www.kbacm.corrJ From:Jason Heide [mailto:jason@marshbankconst.com] Sent:Wednesday,April 20,2016 8:41 AM To: Cameron Bloomer<cbloomer@kbacm.com> Cc:'Connor, Eric(EConnor@kentwa.gov)'<EConnor@kentwa.gov>;JC Brown<brown@marshbankconst.com> Subject: Night Premium Cameron We can get you something more formal later today,but we're looking at$290/night/light plant as a premium. Not sure what you're thoughts are for quantity, any ideas? Let us know what questions you have Thanks i Cameron Bloomer From: Cameron Bloomer Sent: Friday, April 22, 2016 8:33 AM To: 'Jason Heide' Cc: 'Connor, Eric(EConnor@kentwa.gov)';JC Brown Subject: RE: Night Premium Hi Jason, As a follow up to our phone conversation,$290 per light plant per night is acceptable to the City. Please provide 3 for the first night. If needed, we will adjust the quantity for the remaining nights. Thank you, Cameron Bloomer, PE T 425.990.2949 I C 206.819.7148 I Ecb[oomer@kbacm.com KBA, Inc. I Construction Man acgementSpecialists I vvww.kbacm.corn From:Jason Heide [mailto:Jason@marshbankconst.com] Sent:Wednesday,April 20, 2016 8:41 AM To:Cameron Bloomer <cbloomer@kbacm.com> Cc: 'Connor, Eric(EConnor@kentwa.gov)'<EConnor@kentwa.gov>;JC Brown<brown@ma rshbankconst.com> Subject: Night Premium Cameron We can get you something more formal later today, but we're looking at$290/night/light plant as a premium. Not sure what you're thoughts are for quantity, any ideas? Let us know what questions you have Thanks 1 /.Z(,p f 20l to KENT WASNINOTON KCAS PROGRESS MEETING 039 NOTES iii. City has requested premium costs for griding at night. d. Change Orders i. CO OOX—Handrail Revisions—City has agreed to cost. Need schedule information for additional days requested. e. Other i. Sewer Strike on 1/6 1. MCI to follow up ii. Operator Labor Rates 1. Cameron to compile correction payment for changed Operator rates. iii. Cost for shortened work hours on Thursday 3/17 1. Cameron to write up change order. iv. City has agreed to grind the full roadway to a depth of 2". Cameron to draft a FWD/Change Order. J. Quality a. NCRs L 001 —HMA Compacted Lift Thickness 1. MCI has responded and city is reviewing. ii. 002--Concrete at Celtic Pub overtime b. Materials testing L HMA base lift compaction at curb 1. Cameron to draft letter of acceptance c. Dip in new water main trench/roadway. d. Broken manhole lid (Drain), currently has sewer lid on it. e. CIPP Liner Issues. MCI provided response. i. MCI will provide video of the fixes for the City to review. MCI provided video's from Columbia today,will provide Bravo's when they complete their work. f. Tee Cuts at Air Vacs I. More additional/unnecessary cuts are present. Cameron to follow up with Joe A. g. Handrail at Hydrant Bump Out L Needs to be 3'from operating nut. Inform field rep before permenant install. h. Anchor Bolt in base of damaged luminaire pole is broken/cut short. i. City will repair the anchor bolt. Repair not scheduled yet. K. Public Involvement/Concerns a. 1404 Central 3 of 4 P-34 (Rev. 9/09) -ArA�� �s Greg Osendorf V E greg.osendorf(ahanesindustries.eom 1947 Camino Vida Roble, Suite 105 HANES GEO COMPONENTS Carlsbad, CA 92008 a _ A C �Cf� !/lllll�COMPANY Tel. 760-431-2452 Fax 760-431-2453 Tuesday,April 26, 2016 Joe Metcalf 11001 E. Marginal Way S. Tukwila, WA 98168 Re: Polyguard NW75—24" Dear Joe: In reference to the return of the above referenced product, Polyguard's standard return policy is to charge a minimum 25% restock fee if returned within 30 days of purchase. As we saw on the last return, Polyguard will assess the final restock fee based on the condition of the product upon arrival to their facility. This can, and has, result in no credit being given for the return. Because the product was sold to Penhall more than 30 days ago, Polyguard unfortunately will not accept the return. I apologize for the inconvenience. Thank you and should you have any questions, please feel free to contact me anytime. Best Regards, Manes Geo Components Greg Osendorf VP, Western Region www.hanusgco.com MARSHBANK CONSTRUCTION Cont.Lit.drdRs%Il.'I715I0(/Ul31i,ArB1i No.Drd10011507 April 27, 2015 Cameron Bloomer, PE KBA for: City of Kent 400 West Gowe Kent,WA 98032 RE: Central Ave S Pavement Preservation & Utility Improvements Project No. 13-3004 Federal Aid Number: STPUL-1071(006) Night Sift Premiums for Planing and Paving HMA Serial Letter No. 28 Cameron, Below are the proposed premium costs for planing and paving Central Ave on night shift. Item Description Units Qty Unit Price Total Price 1 Light Plants(per each per shift) EA 3 $290.00 $ 870.00 2 Premium for Planing at Night SY 14,500 $0.62 $ 8,990.00 Assumptions and Notes — Number of light plants is estimated, actual number required to be determined in the field. At a minimum, lighting to be provided at flagging stations. — Premium for planing at night includes plant opening/premium operating costs (staffing OT and additional lighting) — Planing premium costs are in addition to unit pricing for BI Al-1110 Please review and let us know what questions you have. Sincerely, ason Heide arshbank Construction Inc. MARSHBANK CONSTRUC "PION Cont.lit'.r49AR.5'HC.'I"ll,;lllti j D[31/Alli/i Na.DI A-foa l IR April 27, 2015 Cameron Bloomer, PE KBA for: City of Kent 400 West Gowe Kent, WA 98032 RE: Central Ave 5 Pavement Preservation & Utility Improvements Project No. 13-3004 Federal Aid Number:5TPUL-1071(006) Night Sift Premiums for Planing and Paving HMA Serial Letter No. 28- Rev 1 Cameron, Below are the proposed premium costs for planing and paving Central Ave on night shift. Item Description Units Qty Unit Price Total Price 1 Light Plants(per each per shift) EA 3 $290.00 $ 870.00 2 Premium for Planing at Night SY 14,500 $0.36 $ 5,220.00 3 Dump Site Opening EA 3 $750.00 $ 2,250.00 Assumptions and Notes — Number of light plants is estimated, actual number required to be determined in the field. At a minimum, lighting to be provided at flagging stations. — Premium for planing at night includes plant opening/premium operating costs (staffing OT and additional lighting) — Planing premium costs are in addition to unit pricing for Bl Al-1110 Please review and let us know what questions you have. Sincerely, � __-.- V (fason Heidi k-2 Mar-shnnkk Construction Inc. W AS R 114 GT Q tt Field Work Directive FWD 019 Project Name: Central AveS. Pavement Preservation PW Project Number: 1.3-3004 and Utility improvements Contractor: Marshbank Construction Federal Aid Number; STPUL-1071 (O06) Subject: Pavement Planing and Fabric Date: Maw-l0, 2016 Reinforcement Fit kY 6,IZ0I(P Note this replaces FWD 019 Pavement Planing and Fabric Reinforcement, Issued on 3/16/2016. Scope; Make the fallowing changes to the Contract Documents; • Contract Drawing 4 of 37: Revise Typical Roadway Section A as shown in attached Design Clarification. Extend the planing limits to a 2 inch uniform grind across the roadway as shown. Pavement areas to received Fabric Reinforcement will be determined after the planing is complete. • APWA General Special Provisions 1-08.0 2 Hours of Work:The HMA Overlay shall be conducted at night, between the hours of 6:00 pm and 5:30 am. Provide additional lighting as needed to complete this work. Discuss the quantity of additional lighting with the Engineer's field representative prior to adding or deleting lighting. Measurement and Payment., The following work will be measured and paid for in accordance with the Contract Documents for new bid items to be added by Change Order, as described in Request for Proposal 004 Serial Letter 09, and Serial Letter 028. a New Bid Item—Planing Bituminous Pavement 2 Inch Uniform Depth • New Bid Item—Light Plant for Night Work Attachment(s): a Design Clarification 016 Contractor Acknowledgement: By: Date: Jason Heide, Project Manager Owner Approval: By: i i 'I X 1-2. 73 `nbT- i Date: 6l3/2016 Cameron Bloomer, PE, Resident Engineer By: `' Date: 5/3/16 Eric Connor, City of Kent THIS FIELDWORK DIRECTIVE DOES NOT PROVIDE FOR EITHER A TIME EXTENSION OR A CHANGE IN THE CONTRACT PRICE.LABOR,EQUIPMENT,AND/OR MATERIAL OUTLINED IN THIS FIELDWORK DIRECTIVE SHALL BE PAID BY BID ITEM(S)OR A CHANGE ORDER SHALL BE DEVELOPED FORTIME EXTENSION OR CONTRACT PRICE INCREASES. ANY PROTEST TO THE FIELDWORK DIRECTIVE SHALL FOLLOW 1-04.5 OF THE WSDOT STANDARD SPECIFICATIONS. w m z `n z F- < w O QO O ZU N1 U d<W wa L)o a En 4� JLLJ -41 no Too 2 't� <moo ¢eta i,"Lo , t , .J u � a. 0U WL) uj Z2 U �O WLL-w0 N�<Y LLJ p� a0Z lnOlrm i , C-)En O^O N Z Ln Fw I i e V)O LLL1 SQ a.J _ F- o ; r` � WZ V �0 W >- � 0 / Q w QiJ � LL 0 - Q Q -i ! CAE p k 3 LL Q C- z .t Lzt In U O zmin .I ¢� Ouz ►_- '- ' U� -iIm ��►o � ■W f-rri-� LWo�LA Q��o]F< zL V Jz w QL S Zv) o z QU j LYwI ZO w¢ V JC) a.wof L to LL Z[ =—.C- U 1 I I W }'LLJ :E00 t LL LL lt7 1•� U LL C < ` Q= Q C Ir C C L, t z Q1 LA_ LL- Cameron Bloomer From: Cameron Bloomer Sent: Wednesday, May 04, 2016 4:00 PM To: 'Jason Heide' Cc: 'Connor, Eric(EConnor@kentwa.gov)'; Eric Arntson;JC Brown Subject: RE: Night Shift Premiums Attachments: Letter#28 - Night Shift Premiums for Planing and Paving Rev 1.pdf Jason, The City has reviewed MCI's cost proposal and accepts your pricing for the planing Work to be performed at night,as provided in MCI Serial Letter 028— Rev 1(attached). A change order will be issued to add the new bid items to the Contract and provide compensation. Please proceed with this work at night. Thank you, Cameron Bloomer, PE T 425.990.2949 I C 206.819.7148 I E cbloomer(@kbacm.com KBA, Inc. I Construction Management Specialists I www.I( acm.rorn From:Jason Heide [mailto:jason@marshbanl<const.com] Sent:Wednesday,April 27, 2016 5:24 PM To:Cameron Bloomer<cbloomer@kbacm.com> Cc:'Connor, Eric(EConnor@kentwa.gov)'<EConnor@kentwa.gov>; Eric Arntson<eric@marshbankconst.com>;JC Brown <brown@ marsh bankconst.com> Subject:RE: Night Shift Premiums Cameron Staffing OT is not the sole generator. Not all sites are able to open at night, reducing our options. In addition to opening fees,there is a premium to dump at these sites. We get into the situation of limited sources carrying premium costs(ie. higher dump fees). Your analysis below looks correct Thanks From: Cameron Bloomer[mailto:cbloomer(a)kbacm.com] Sent: Wednesday,April 27, 2016 3:14 PM To:Jason Heide Cc: 'Connor, Eric(EConnorakentwa.aov)'; Eric Arntson; JC Brown Subject: RE: Night Shift Premiums Jason, Thank you for revising the pricing and getting this back to us so quickly. 1 In the letter,the second bullet under Assumptions and Notes says the premium for planing at night includes plant opening/premium operating costs(staffing OT and additional lighting). I read cost items land 3 to cover the plant opening and additional lighting,leaving staffing OT as the sole cost generator for the$0.36 per SY in cost item 2, Is my interpretation correct,or are their other items covered by item 2 that are not stated? So we are on the same page for cost analysis: 9 MCI Grinding Proposal' 97 . . .... i •1 Est. Full Width Grindin 38000;SY $ 0.62 1 $ 23,560.G0 2 Light lams 9 EA g p _ $ 290.00 i $ 2,610.00 : 3 Total $ 26,170.00 4 5 MCI Grinding Proposal Rev 1 5.Light Plants 9:EA 290.00 $ 2,610.00 7 Premium for Planing_ 38000 SY $ 0.36 $ 13,00.00 8 Dump Site Opening 3 EA $ 750.00 $ 2,250.00 9� Total $ 18,540.00 n� Thank you, Cameron Bloomer, PE T 425.990.2949 i C 206.819.7148 E cbloomer@kbacm.com KSA, Inc. I Construction Management Specialists I Wyy1v.kbacrn.con'i From:Jason Heide [mailto:'@son@marshbankconst.corn] Sent:Wednesday,April 27, 2016 2:07 PM To:Cameron Bloomer<cbloomer@kbacm.com> Cc:'Connor, Eric(EConnor@kentwa.gov)' <EConnor@kentwa.eov>; Eric Arntson<eric@marshbankconst.com>;JC Brown <brown @ m arshbankco nst.com> Subject: RE: Night Shift Premiums Cameron See revised, we were able to make a few other adjustments to help bring the price down a bit Thanks From: Cameron Bloomer[maiito:cbloomer(c kbacm.coim] Sent: Wednesday, April 27, 2016 8:50 AM To: Jason Heide Cc: 'Connor, Eric (EConnor(itkentwa.gov)'; Eric Arntson; JC Brown Subject: RE: Night Shift Premiums Jason, Thanks for getting that to us in an official letter. 2 Cameron Bloomer From: Cameron Bloomer Sent: Tuesday, May 17, 2016 5:38 PM To: Jason@marshbankconst.com; blown@marshbankconst.com; Steve Cox Subject: Fwd: Central Ave - Additional Planing Depth Jason, As we discussed please have PR systems mill the remaining roadway to a depth of 2 and 1/4 inch. Payment for the additional planning depth will be an increase of 12 and a half percent over the current price. Additional hot mix asphalt quantities will be paid by the ton at the original bid price. Thank you, Cameron Sent from mt; Vernon Wircicss 4G LTE srnw'Cphonc -------- Original message-------- From: "Connor, Eric" <EConnor a kentwa.gov> Date: 05/17/2016 5:04 PM (GMT-08:00) To: Cameron Bloomer<cbloomer tr kbacm.com>, Jason Heide<jason@marshbankconst.com>, brown@marshbankconst.com Cc: "Araucto, Joseph" <JAraucto cr kentwa.gov>, "Madfai, Mark" <MMadfai@kentwa.gov>, "Bieren, Chad" <CB ieren@kentwa.gov> Subject: Central Ave- Additional Planing Depth Cameron, If it is not too late,we would like to have the remainder of the planing work on Central Ave to be completed with the additional 0.25"depth that we were contemplating this morning. Please let me know if this request can be accommodated. Thank you, Eric Connor Eric Connor, Construction Englneering Manager Construction Management I Public Works Department 220 4th Avenue South, Kent, WA 98032 Phone 253-856-5533 1 Cell 253-797-0693 EConnor*l<entWA.00v CITY OF KENT, WASHINGTON KentWA.gov Facebook You. -Tube PLfi/:r. C�7tlr�Tl�Ei.{'• {'i`f Fi•±ti:f:C',+N-9tii?' "'+{t' r`-,.'"F�. t.i'';IA!{1i'�:G:Yli.:� 1•k',ii 1 40 " w ci K E;N T WA S HI$IOTOR KCAS PROGRESS MEETING 044 Notes 1. CO OOX—Handrail Revisions—City has agreed to cost. Need schedule information for additional days requested. ii. CO 009—Sewer addition at 259th—MCI to sign iii. CO 010—Utlity Confilcits during Willis Water Connection, MCI to Sign 1. MCI asked where the un-returnable GV should be dropped off. Eric to follow up with Phil. iv. CO 011 —2 Inch Service at Valley Manor—MCI to Sign v. CO OOX—Grinding/Paving at night costs have been agreed to, Cameron to write CO. discussed impact to schedule and agreed that 6 additional days were fair and reasonable. r e. Other I. Sewer Strike on 116 1. MCI to follow up ii. Operator Labor Rates 1. Cameron to compile correction payment for changed Operator rates. J. Quality a. NCRs 1. 001 —HMA Compacted Lift Thickness 1. MCI has responded and city is reviewing. ii. 002—Concrete at Celtic Pub overtime 1. MCI to respond b. Broken manhole lid (Drain), currently has sewer lid on it. c. CIPP Liner Issues. MCI provided a new disk. i. City has reviewed, no new issues, other than those already noted and the video removed one of them. d. Handrail at Hydrant Bump Out i. Needs to be 3'from operating nut. Inform field rep before permenant install. e. MCI requested updated working issues list. Cameron to send. f. Damaged Extruded Curb i. More of the newly installed extruded curb has been damaged. MCI to walk site and correct damaged sections. K. Public Involvement/Concerns a. 1404 Central i. Extruded Curb and Irrigation to be completed, asked about sod/bark behind SW 3 of 4 P-34 (Rev. 9/09)