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Home My WebLink AboutUtilities 2015-05-12 COMPLETE AGENDA PACKETCity of Tukwila Utilities Committee ❖ Dennis Robertson, Chair ❖ Verna Seal ❖ De'Sean Quinn AGENDA Distribution: P. Brodin D. Robertson R. Turpin V. Seal M. Hart D. Quinn Clerk File Copy K. Kruller 2 Extra Mayor Haggerton Pg. 1 D. Cline e-mail cover to: A. Le, L. Humphrey C. O'Flaherty, D. B. Giberson Robertson, D. Almberg, F. Iriarte B. Saxton, S. Norris, R. Tischmak M. Hart, L. Humphrey G. Labanara Pg. 15 TUESDAY, MAY 121 2015 — 5:30 PM FOSTER CONFERENCE ROOM (formerly known as CR #1) in the 6300 Building Item Recommended Action Page 1. PRESENTATION(S) 2. BUSINESS AGENDA a) Duwamish Gardens a) Forward to 5/18/15 Regular Pg. 1 Grant Amendment — Recreation and Conservation Office Consent Agenda b) Duwamish Gardens b) Forward to 5/18/15 Regular Pg. 9 Bid Award c) CBD Sanitary Sewer Rehab - APW to APE Sewer Repair c) Forward to 5/18/15 Regular Pg. 15 Change Order No. 3 Consent Agenda d) CBD Sanitary Sewer Rehabilitation - Construction d) Forward to 5/18/15 Regular Pg. 19 Project Completion and Acceptance Consent Agenda 3. ANNOUNCEMENTS 4. MISCELLANEOUS Future Agendas: Next Scheduled Meeting: Wednesday, May 27, 2015 (due to holiday) SThe City of Tukwila strives to accommodate individuals with disabilities Please contact the Public Works Department at 206 - 433 -0179 for assistance. Utilities Committee - 2015 Work Plan Description Qtr Dept Action or Briefing Status Andover Park West /Strander New Water Main Closeout with the TUC Transit Center 3 PW A 58th Avenue South Water Main Replacement Bid award 4 PW A Macadam Road South Water Upgrade Design contract PW A Fort Dent Sewer Relocation Design contract (301 Fund) 1 PW A 3/16 Consent Andover Park E Water Main Replacement Sewer Component 2 PW A Road Component 2 PW A Annual Sewer Repair Program Bid award 2 PW A CBD Sanitary Sewer Rehab Bid award 2 PW A Closeout 3 -4 PW A CBD Sewer Repair Update & Closeout 1 PW B Sewer Lift Station #2 Upgrades Bid award 2 PW A Sewer Repair West of Strander Blvd Bridge Bid award 3 PW A Andover Park East Sewer Replacement Design consultant 4 PW A Annual Small Drainage Program Bid award 2 PW A 2016 program design contract 4 PW A NPDES Annual update 3 PW B Complete 3/10 E. Marginal Way S Stormwater Outfalls Construction Grant acceptance 4 PW A East Marginal Way S Storm Pipe Replacement Construction Status update & Closeout 4 PW B Tukwila 205 Levee Certification Phase 1 Funding Options (per Budget work shop) 2 PW B Chinook Wind Design consultant PW A OTHER Water Asset Management Briefing 4 PW B King County Grant for Recycling Assistance - DCD 1 DCD A Complete 2/2 Briscoe Desimone Levee Update — City of Kent 1 PW B Zayo Franchise Agreement 1 1 PW A Complete Utility Comprehensive Plan Review 1 -4 PW B In Progress Standard Reports /Briefings Frequency Dept. Facility Tours As needed PW Waste Management Update I Annual PW (Complete 3110) Committee Work Plan 2X Council, Staff City of Tukwila Updated 4/30/15 City of Tukwila Jim Haggerton, Mayor TO: Mayor Haggerton Community Affairs and Parks Committee Utilities Committee FROM: Bob Giberson, Public Works Director.."o By: Ryan Larson, Senior Program Manager DATE: May 8, 2015 SUBJECT: Duwamish Gardens Project No. 90630102, Agreement No. 14-102 Grant Amendment — Recreation and Conservation Office ISSUE Approve a grant amendment with the Washington State Recreation and Conservation Office (RCO) for additional construction funding for the Duwamish Gardens Project. BACKGROUND The City acquired the Duwamish Gardens site in 2008 for future restoration as a salmon habitat site with minor park elements. The project's design and permitting are complete and construction is anticipated to begin this spring. The City entered into Agreement No. 14-102 with the RCO to provide $949,434 in construction funding for Duwamish Gardens. This RCO grant requires a total of $301,523.00 in matching funds which can come from any combination of other available funding. Staff reviewed the total construction funds available and compared this with the final construction estimate prior to project bidding and determined that the project had insufficient construction funding. Staff contacted the RCO about the need for additional construction funding to allow the project to be advertised and was able to secure an additional $250,000 in RCO funding. ANALYSIS The RCO developed a grant amendment that will provide the additional $250,000 in construction funding for Duwamish Gardens. With this increased funding level, the City is required to provide $80,000 in additional matching funds, bringing the total RCO match requirement to $381,523. As with the previous grant agreement, these funds can be matched using any other non-RCO grant or City funds. A total of $1,416,990 is available in non-RCO grant funding, which covers the total RCO match requirement. The other grant funding is from King County Conservation Futures, King Conservation District, and the King County Flood Control District (for $1.265m). 1; 110141 U, 161:4 Council is being asked to approve a grant amendment with the RCO for an additional grant funding amount of $250,000 for the Duwamish Gardens Project and consider this item on the Consent Agenda at the May 18, 2014 Regular Meeting. Attachment: RCO Amendment to Project Agreement W,\PW Eng\PROJECTS\A. DR Projects\Duwamish Gardens 06-DR02 (90630102)\GrantskConstruction\PSAR\AddftionaI Funding Requestkinfo Memo RCO Construction Grant Amendment gI-sb.docx WASHINCTON STATE Recreation and Conservation Office Amendment to Project Agreement Project Sponsor: City of Tukwila Project Number: 13-1099R Project Title: Duwamish Gardens Restoration Amendment Number: 1 Amendment Type: Cost Change Amendment Description: The project agreement amount is increased by $1701,335,47 of 2013-15 PSAR, $79,664.53 of 2011-13 PEAR and $80,000 sponsor match to afford cost increases primarily associated with the Section 106 Consultation and mitigation of impacts to historic and pre-historic cultural resources as outlined in the MOA (PRISM Attach, No. #215119). Project Funding: The total cost of the project for the purpose of this Agreement changes as follows: RCO - PEAR RCO - SALMON ST PROJ Project Sponsor Total Project Cost Admin Limit A&E Limit Agreement Terms 701FUTUTSM, Amount % $622,081 00 49.73% $327,353,00 26,17% $301,523,00 24.10% $1,250,957.,00 100% $0.00 Oi.00% $11 0,00U0 9i.64% New Amount Amount $872,081,00 55.16 $327,35100 20.71 $381,523.00 24.13 $11,580,95700 100 $0.00 0.00 $139,004.25 9.6401 In all other respects the Agreement, to which this is an Amendment, and attachments thereto, shall remain in full force and effect. In witness whereof the parties hereto have executed this Amendment. State Of Washington Recreation and Conservation Office BY: dw kL Kaleen Cotfinqham L) City of Tukwila AGENCY:..d 1_4 BY: TITLE: y'" J it 6 aLfAt_5- PSAR Project Cost Change Amendment Salmon Fundina Accounts Chapter 77.85 RCK Chanter 420 WAC 2 AMENAGMAPT Project onsoir: City of Tukwila Project Title: Duwarnish Gardens, Restoration mm� MM AAGREEDSC .PP T March 2, 2015 Page 1 Amendment Special Conditions Project Sponsor. It of Tukwila Project Number: 13-1:1099 R Project Title: Duwamish, Gardens Restoration Amendment Number: I ff, ASPECCONURPT March 5, 2015 Page 1 5MMIMaRrin I I � I III � I I F I Any signiage or press materials must acknowledge the Puget Sound Acquisition and Restoration Fund as well as RCO as a fund source. ASPECCOND,RPT March 5, 2015 Page 3 Project Sponsor: City of Tukwila Project Title: Duwamisih Gardens Restoration Program: Puget Sound Acq. & Restoration Restoration M�etrics VITM M H 0 C U Log = II &T% Ws M Ms Targeted salmonid ESEW& Targeted species (non-ESU species): ........................... MEMO= Restoration fencing and g,ates Number of g!ates: Linear feet of fencing: Traffic controil Utility relocation / reconnection Utilities relocated / reconnecte& EMEME= t I 'I It I I 2=617041WIM WWI IOE a been completed monitoring and data recovery during construction, and mitigation whichi are eligible pre-agreement expenses, not included in scope of design grant, the Design contract, 6 AELIGRENAPT March 2, 2015 Page: "NE47raTim- L Agency Name Recreation and Conservation Office P.0, Box 40917 9850,4-0917 Sponsor Tukwila City of Public Works Dept 6300 Southcenter Blvd Ste 100 TukMa, WA 98188 FORM A-119 State of Washington INVOICE VOUCHER and totals fisted herein are proper charges for materials, merchandise or services furnished to the State of Washington, and that all goods furnished of ag or, national ongin, handicap', religion or Vietnam era or disabled veterans status. M RIUM Em Pr*ct Number 13-1099 R Billinig Period Project Name Duwarnish Gardens Restoration Fmm, TO, i sE endiftitesJoi Date Costs For,This Billing Pro Reimbursable CATEGORI FUNDING & EXPENDITURE FORMULA Fair RCO Use ONLY Agreement Informabion — - ------- - Previous RC,0 Reimbursements 19FUMMAR 0 Fade al. RCO: SALMON ST a R O 1» w 1' Share Approved . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... Agreement Tot 01 #1100 Match Bank urren ertifidation, For pa�rnent i ipjNinirr- PPT 31212015 City of Tukwila Jim Haggetton, Mayor TO: Mayor Haggerton Community Affairs and Parks Committee Utilities Committee A FROM: Bob Giberson, Public Works Director /fZ�� By: Ryan Larson, Senior Program Manager DATE: May 8, 2015 SUBJECT: Duwamish Gardens Project No. 90630102 Bid Award ISSUE Award the bid for construction of the Duwamish Gardens project. BACKGROUND The City acquired the Duwamish Gardens site in 2008 for future restoration as a salmon habitat site with minor park elements. The project's design and permitting are complete. ANALYSIS The Duwamish Gardens project was advertised for bids on March 17 and 24, 2015. Eight bids were received and opened on April 15, 2015. The bids were checked, corrected, and tabulated. McCann Construction Enterprises, Inc. is the apparent low bidder with a bid of $2,447,346.95. The Engineer's Estimate was $2,345,993.94. References were checked and McCann Construction has successfully constructed other municipal projects. The overall bid is more than the Engineers Estimate and more than the current budget listed in the 2015 CIP. A complete budget review was performed on the Duwamish Gardens Project including acquisition, design, and estimated construction costs. It was determined that a total of $54,213 in construction budget was required to complete the acquisition and design of the project. This additional funding includes added acquisition and design costs associated with the expanded site and additional design costs related to the required cultural resources work. For additional grant funding, staff worked with WRIA 9 and determined that approximately $200,000 in additional King Conservation District (KCD) funding is available from the recently completed Seahurst Park Project in Burien. WRIA 9 and KCD staff are both supportive of these available funds being transferred to Tukwila pending approval of the WRIA 9 Forum and KCD Board. Given the high priority both entities have placed on the Duwamish Gardens Project, approval of this additional funding is expected. Staff also reviewed the 2015 CIP to determine where additional funding could be transferred from a different CIP project. Habitat projects are now included under the 412 Surface Water Utility due to surface water runoff's impact on receiving water bodies. It was determined that the East Marginal Way S Stormwater Outfalls Project has funding that could be used now for Duwamish Gardens as the Outfalls construction will be delayed until 2016. In addition, the East Marginal Way S Stormwater Outfalls Project had anticipated grant funding of $300,000 in "I, PRAVI Page 2 2017, but staff applied for funding through Washington State's Department of Ecology (DOE) and has been notified that the project has been tentatively approved to receive $1,106,000 in project funding. This DOE grant requires a 25% sponsor match and can be used for completion of project design, construction management, and construction. Of the $732,000 in current surface water utility funding proposed through 2017, $456,000 can be used for other projects and still leave $276,000 in available matching funds. It is recommended a portion of these funds be used to cover the budget shortfall in the Duwamish Gardens project. BUDGET AND BID SUMMARY (All amounts include sales tax.) Bid Results Encl. Estimate Bud-get Bid Amount $2,447,346.95 $2,345,993.94 $2,125,000.00 Construction Budget Needed for Design (54,213.00) Grant Amendment - RCO 250,000.00 Additional KCD Funding - Proposed 200,000.00 East Marginal Wy S Stormwater Outfalls 171,295.00 Contingency (10%) 244,734.70 234,599.39 0.00 Total $2,692,081.65 $2,580,593.33 $2,692,082.00 RECOMMENDATION Council is being asked to award the construction of the Duwamish Gardens project to McCann Construction Enterprises Inc. in the amount of $2,447,346.95 and consider this item at the May 18, 2015 Regular Meeting. Attachment: Pages 36 and 88, 2015 CIP Bid Tabulation 10 WAPW Eng\PROJECTS\A- DR Projects0uwarnish Gardens 06-DR02 (90630102)\DesignWO MEMO Contruction Award gl-sb.docx CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2015 to 2020 PROJECT: Duwamish Gardens Project No. 90630102 DESCRIPTION: Purchase and restore site as a salmon estuary and passive park. JUSTIFICATION: This project is included in the WRIA 9 Salmon Recovery Plan's efforts to acquire and restore 20-acres within the Duwamish estuary. Also includes all riverfront property from E Marginal VVy S to Tukwila Int'l Blvd. STATUS: Property acquired in 2008. Design began in 2012 with construction scheduled to begin in 2014. MAINT. IMPACT: With a new passive park, additional maintenance will be needed. Funding from State Salmon Recovery Board (SRFB), King Conservation District (KCD), WRIA 9 King COMMENT: Conservation District, King County Conservation Futures, WA State Aquatic Lands, WA State Earmark, King County Flood Control District, and Puget Sound Acquisition and Restoration (PSAR) grants. FINANCIAL Through Estimated (in S000's► 2013 2014 2015 2016 2017 2018 2019 2020 BEYOND TOTAL EXPENSES Design 403 90 493 Land (RNA 2,134 60 2,194 Const. Mgmt. 50 265 315 Construction 7 750 1,375 2,132 TOTAL EXPENSES 2,544 1 950 1 1,640 1 01 01 01 01 01 01 6,134 FUND SOURCES Awarded Grant Land 2,011 2,011 Award Grant Design 270 131 401 Award Grant Const. 750 1,614 2,364 Mitigation Expected 0 City Oper. Revenue 263 69 26 0 0 0 0 0 0 358 TOTAL SOURCES 1 2,5441 950 1 1,640 1 01 01 01 01 01 01 5,134 2015 - 2020 Capital Improvement Program 36 11 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2015 to 2020 PROJECT: East Marginal Wy S Stormwater Outfalls Project No. 91041204 DESCRIPTION: Establish legal drainage connections from East Marginal Way South to the Duwamish River. JUSTIFICATION: Drainage from E Marginal Wy S is discharged through outfalls owned and operated by the Boeing Co., Jorgensen Forge, and two King County Airport storm systems without easements. Jorgensen Forge outfall was closed in 2011 under an order from the US EPA. The Boeing Company STATUS: contacted the City in 2009 requesting that the City take over ownership of their storm line and outfall. A consultant is preparing design for rerouting the Jorgensen outfall and adding water quality features. MAINT. IMPACT: Clarifies maintenance responsibility and will ensure reliability of system. City Attorney is working on the easements for Jorgensen's and Boeing's outfalls. Phase I: Adopt Boeing's COMMENT: Z Line and then line lower portion of pipe in 2014. Phase 11: Line pipe, add water quality device and connect Jorgenson's drainage to Boeing's Z Line in 2015 and 2016. DOE design grant proposed in 2014. FINANCIAL Through Estimated (in $000's) 2013 2014 2015 2016 2017 2018 2019 2020 BEYOND TOTAL EXPENSES Design 59 140 10 50 259 Land (R/W) 0 Const. Mgmt. 10 30 91 131 Construction 100 191 550 841 TOTAL EXPENSES 1 59 1 1401 120 1 271 1 641 1 01 01 01 01 1,231 FUND SOURCES Awarded Grant 120 120 Awarded Grant 20 20 Proposed Grant 300 300 Mitigation Expected 0 Utility Revenue 59 0 120 271 341 0 0 0 0 791 TOTAL SOURCES 1 59 1 11401 1201 271 1 641 1 01 01 01 01 1,231 2015 - 2020 Capital improvement Program 88 12 CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS Duwamish Gardens Bid Tabulation Project No. 90630102 Date: Item 15- Apr -15 Description Quantity Unit Engineers Estimate Unit Price Amount McCann Construction Unit Price Amount MidMountain Contract. Inc. Unit Price Amount Pivetta Brothers Const. Inc. Unit Price Amount ERRG Unit Price Amount Ohno Construction Company Unit Price Amount Olson Brun. Excavating Unit Price Amount 3 Kings Environmental Inc. Unit Price Amount A -1 Landscaping and Const. Unit Price Amount ROADWAY 1 Mobilization LS 17175197 17175197 20140100 20140100 230,000.00 230,000.00 139,297.00 139,297.00 10710100 107,50100 25100100 259,00100 20100100 20100100 338,000.00 338,000.00 26100100 26100100 2 Contractor Supplied Surveying and Staking LS 1020100 1020100 1100100 1100100 1100100 1100100 137100 137100 2100100 21000.00 20,00100 2100100 2100100 2100100 2100100 2100100 1100100 11000.00 3 Permits and Licenses LS 150100 150100 150100 250100 150100 150100 11,680.00 11,680.00 4,00100 4,00100 100100 100100 1100100 1100100 5,000.00 100100 1100100 1100100 4 Resolution of Utility Conflicts FA 2100100 2100100 2100100 2010100 2100100 2100100 2100100 2100100 2100100 2100100 2010100 2100100 2100100 2100100 2100100 2100100 2100100 2100100 5 Project Temporary Traffic Control LS 220100 220100 31000.00 3910100 750100 750100 2144100 2144100 3000100 3000100 10,00100 1100100 5100100 5100100 1100100 1100100 1100100 11000.00 6 Clearing and Grubbing LS 180100 180100 2170100 2270100 2100100 2100100 11904.00 11904.00 2100100 2100100 4100100 4100100 100100 100100 30,000.00 3100100 3150100 3150100 7 Pavement Removal Including Haul (AC-)gravel) 1552 SY 564 11311.49 1.00 1,55210 100 7,76100 1.00 1,55210 715 1133140 100 9,31200 1210 11624.00 100 9,31200 1800 27,93100 8 Cement Concrete Sidewalk Removal Inc. Haul 21 SY 1180 41180 14.00 294.00 5100 115100 4.00 84.00 3125 63525 1100 27100 14.00 294.00 100 18100 3500 73100 9 Cement Concrete Curb Removal Inc. Haul 77 LF 164 434.51 100 61100 100 385.00 100 462.00 1125 86125 100 61100 7.00 53100 10.00 77100 7.00 53100 10 Removal of Structure and Obstructions- Parking Area LS 2,20100 120100 110100 110100 50100 50100 125800 125800 110100 110100 710100 710100 12,000.00 12,000.00 2110100 2110100 3100100 3100100 11 Removal of Structure and Obstructions- Structure A LS 2210100 2210100 4000100 4310100 3100100 3100100 2153100 2153100 4100100 4100100 2450100 2450100 2100100 2100100 3125100 3125100 7710100 7710100 12 Removal of Structure and Obstructions - Structure B (Farmhouse) LS 2210100 2210100 4110100 4110100 2150100 2150100 1146100 1146100 3110100 3110100 1150100 1150100 2100100 2100100 2125100 2125100 5100100 5100100 13 Salvage Materials- Structure B (Farmhouse) FA 150100 150100 100100 510100 100100 100100 100100 100100 100100 100100 510100 510100 100100 100100 100100 100100 100100 100100 14 Removal of Structure and Obstructions- Structure C LS 150100 150100 210100 210100 000100 000100 1751100 17,51500 100100 100100 210100 210100 2100100 2100100 210100 100100 2210100 2210100 15 Removal of Structure and Obstructions - Structure D LS 1110100 1110100 1150100 1250100 100100 100100 1751100 17,515.00 100100 100100 520100 520100 2100100 2100100 1100100 1100100 3100100 3100100 16 Removal of Structure and Obstructions- Structure E LS 2210100 2210100 2100100 2010100 1150100 1150100 9,21800 9,21800 1100100 1100100 1910100 19,00100 2100100 2100100 1150100 1150100 6110100 6110100 17 Removal of Structure and Obstructions- Structure F LS 030100 030100 110100 110100 150100 150100 7,13500 7,13500 110100 110100 70100 70100 1100100 1100100 210100 100100 1100100 1100100 18 Removal of Structure and Obstructions - Structure G (Barn) LS 2210100 2210100 3100100 3810100 14,00100 14,00100 47114.00 47114.00 2710100 2710100 1210100 1180100 2100100 2100100 1100100 1100100 2180100 2180100 19 Salvage Materials- Structure G (Barn) LS 1198100 1198100 100100 510100 710100 710100 1411100 14,01100 1310100 13,00100 310100 310100 1100100 1100100 310100 3,00100 35,40100 35,40100 20 Removal of Structure and Obstructions - Structure H LS 030100 030100 110100 110100 60100 60100 11671.00 11671.00 40100 40100 90100 90100 100100 100100 000100 000100 1100100 1100100 21 Removal of Structure and Obstructions - Structure I LS 030100 030100 150100 150100 150100 150100 176100 176100 46100 46100 1,90100 1,90100 150100 150100 000100 000100 2110100 2110100 22 Removal of Structure and Obstructions- Underground Tank(s) 2 EA 1110100 2210100 1100100 2010100 100100 1100100 14,74100 2149100 3,850.00 7,70100 110100 620100 100100 1100100 100100 100100 1210100 24,00100 23 Demolish Chain Link Fence 547 LF 178 3,15193 100 3,28200 5.00 2,735.00 9.00 4,92300 4.00 118800 4.00 2,18800 5.00 2,735.00 5.00 2,735.00 5.00 2,735.00 24 Water Main Abandon and Repair Work 1 LS 030100 030100 150100 150100 1100100 1100100 7,92100 7,92100 210100 100100 510100 510100 100100 100100 1100100 1100100 12,40100 12,400.00 25 Excavation, Handling and Disposal of Contaminated Soil 2012 TON 53.90 10144610 55.00 110,660.00 60.00 12172100 9100 197,176.00 5100 111696.00 82.00 164,984.00 9100 181,080.00 80.00 16196100 135.00 271,620.00 26 Excavation (including Class II) 22805 CY 11.00 25185100 100 13183100 100 11412100 310 7181710 150 12142710 135 144,81115 710 159,63100 100 20124100 2210 50111100 27 Cultural Resource Site Excavation 4599 CY 3130 16594170 210 9,19100 710 3119100 100 41,39110 4.10 1185190 11.40 52,428.60 2100 91,98100 1210 5118100 3100 174,76210 28 Embankment fill and compaction 965 CY 180 149100 100 4,825.00 7.00 1755.00 100 7,72100 120 7,913.00 190 158150 23.00 21195.00 14.00 13510.00 11.00 11615.00 29 Excess Common Excavation (including Class II) Haul and Dispo: 29294 CY 13.20 38168180 2100 73135100 3100 87182100 2210 644,46800 3300 96170200 26.73 78312162 2100 849,52100 2100 76114400 3800 1,113,17210 30 Gravel Borrow 8 CY 7150 57210 5100 40100 3100 24100 4100 344.00 41.00 32100 9100 76100 16100 1104.00 6100 48100 2100 224.00 31 Temporary Dewatering 1 LS 2750100 2750100 34,00100 3410100 11100100 11100100 131503.00 131503.00 26100100 26100100 9010100 9100100 15100100 15100100 33100100 33100100 8100100 8100100 32 Temporary Shoring and Cofferdam 1 LS 2710100 2710100 710100 710100 7100100 7100100 4154100 4154100 2100100 2100100 2210100 2150100 4100100 4100100 5100100 5100100 6100100 6100100 33 Construction Geotextilo for Soil Stabilization 729 SY 220 110180 710 110100 4.00 1916.00 1.00 72100 150 592550 100 2,18710 500 064100 100 118710 710 110100 34 Construction Geotextilo for Ditch Lining 240 SF 220 52100 710 118100 1.75 42100 210 48100 225 54100 2.10 504.00 710 118100 100 72100 100 116100 ROADSIDE DEVELOPMENT 35 4" Streambed Cobbles (for spillway) 8.5 TON 60.50 514.25 19100 1115.00 25100 1125.00 103.00 87150 5100 47100 285.00 242150 123.00 114150 75.00 637.50 65.00 55150 36 Crushed Surfacing Top Course 50 TON 3180 1,54100 11100 150100 4100 2,25100 2710 1,35100 3175 1,83710 7710 315100 6100 100100 5100 175100 3100 115100 37 Crushed Surfacing Base Course 80 TON 2190 117210 10100 810100 3150 192100 2710 116100 3575 186100 6100 5,44100 6100 4,80100 5500 4,40100 2100 224100 38 HMA Class 1/2" Pavement, In Place 50 TON 110.00 5,500.00 200.00 10,000.00 125.00 6,250.00 308.00 1140100 222.00 11,100.00 150.00 7,500.00 150.00 7,500.00 275.00 1175100 135.00 6,750.00 39 Cement Concrete Pavement (for Gathering Plaza) 1411 SF 2710 3180210 1715 24,339.75 1100 1134100 3210 4115200 11.75 11579.25 2215 32,10125 21.00 29,63110 2100 2122100 800 11,28800 40 Cement Concrete Commercial Driveway 30 SY 82.50 147100 10100 310100 8100 2,40100 184.00 152100 12100 075100 13710 4,11100 15100 4,50100 18100 140100 9500 185100 41 FocaI Point Sculpture (budget) 1 LS 36,30100 3130100 27,00100 2710100 25,00100 2100100 36,13710 3113710 30,00100 3100100 30,00100 3100100 35,00100 3100100 30,00100 3100100 70,87100 7187100 42 Freestanding Sign and Frames (including Interpretive signs) 2 EA 4,620.00 9,240.00 120100 140100 210100 4,00100 136100 4,736.00 1,925.00 3,850.00 3,40100 6,80100 2,00100 4,00100 4,00100 100100 5,50100 11,00100 43 Metal inlays Into Paved Surfaces 1 LS 180100 180100 2100100 2610100 1150100 1150100 27149.00 27,049.00 2210100 2100100 27,00100 27,00100 16,00100 16,00100 27,50100 27,50100 8,80100 8,80100 44 Pine Rail fence 1305 LF 1150 21,532.50 1210 1166100 1210 1166100 1710 22,18100 14.00 1127100 12.50 11312.50 1100 1957100 2100 2110100 1100 1196100 45 City of Tukwila Park Sign 1 EA 3,850.00 3,850.00 220100 220100 750100 750100 1,824.00 1,824.00 145100 145100 210100 210100 2100100 2100100 1100100 1100100 1120100 1120100 46 Park Sign 1 EA 1110100 11,00100 1120100 16,20100 110100 110100 113100 113100 1,10100 1,10100 17,75100 17,75100 2410100 2410100 1100100 1100100 710100 710100 47 Paint Line 60 LF 220 132.00 1100 96100 100 30100 20.00 1,20100 7.50 45100 100 36100 12.00 72100 20.00 1,20100 3.00 18100 48 Permanent Ground Anchors 77 EA 55100 4135100 30100 23,10100 8500 154100 90100 69,30100 29100 2171100 27710 2112100 65100 5105100 50100 3150100 55100 4135100 49 Erosion Control and Water Pollution Control 1 LS 5100100 5100100 7100100 7510100 2100100 2100100 21048.00 21048.00 4110100 4110100 10199100 10199100 3100100 30,000.00 140,000.00 140,000.00 110,000.00 110,000.00 50 Seeding, Fertilizing and Mulching (Erosion Control Mix) 122 ACRE 150100 1,21100 130100 1,16100 2,20100 484.00 137800 1,84116 4,20100 924.00 219100 52180 100100 112100 120100 1,14400 710100 1,71100 51 Seeding, Fertilizing and Mulching (High Marsh Seed Mix) 134 ACRE 22,00100 7,48100 12,50100 4,25100 2,50100 85100 19,90710 176138 3,86100 1,312.40 2,68100 91120 11,50100 311100 13,00100 4,42100 8,00100 172100 52 Seeding, Fertilizing and Mulching (Low Marsh Seed Mix) 124 ACRE 22,000.00 5,280.00 17,000.00 4,080.00 120100 528.00 2614100 6,46132 4,20100 1,008.00 2,440.00 585.60 1100100 160100 17,000.00 4,080.00 180100 1,87100 53 Coir Log (Bio-D Blocks) 177 LF 1550 2,92150 21.25 3,761.25 3100 184100 13100 2189100 3100 119100 3100 131100 7100 1127100 8100 1104100 100 116200 54 Topsoil Type 394 CY 4150 19,50100 3125 1131250 4500 17,73100 5100 19,70100 34.00 1319610 51.00 21094.00 3100 1112100 3500 1319100 4100 1191210 55 Loosen Topsoil - rip tol8 " (el 8 and below) 774 BCY 1215 1791.10 100 4144.00 100 317100 4.00 3196.00 2.10 112140 100 4144.00 100 087100 100 087100 2210 1712100 56 Compost (3" across whole site) 557 CY 4150 2757110 34.50 1121150 50.00 2715100 55.00 31635.00 2710 1131710 5100 3163100 3100 1149100 3100 1149100 5100 3163100 57 Bark or Wood Chip Mulch (3" in non -marsh planted areas) 553 CY 4150 2717150 37.25 21599.25 4710 2199100 59.00 3162700 2125 11857.25 5100 29,309.00 34.00 11802.00 3100 19,35100 5100 3141100 58 Seeded Lawn Installation 422 SY 150 132110 1.40 59180 155 232.10 210 844.00 150 1,47710 161 257.42 125 527.50 210 844.00 4.00 118100 59 PSIPE-Livestake Plantings 577 EA 1.10 634.70 2.00 1,154.00 2.45 1,41165 3.00 1,731.00 4.10 136170 165 152105 1.75 110175 2.00 1,154.00 100 1462.00 60 PSIPE- 12 " -18" Bare root plantings 475 EA 2.20 114500 100 1,42500 110 99710 100 137100 4.00 1,90100 235 1,11125 100 1,42100 100 1,42100 100 2,85100 61 PSIPE - 18" Bare root plantings 1,153 EA 220 253160 125 074725 225 2594.25 100 176100 125 074725 2.55 214115 100 3,45100 4.00 4,61210 100 191000 62 PSIPE 4" Pot Container Plants 330 EA 160 2,178.00 4.00 1,32100 4.00 1,320.00 6.00 1,980.00 7.00 2,310.00 4.50 1,485.00 4.00 1,320.00 4.00 1,320.00 6.00 1,980.00 63 PSIPE -10" Tube Container Plants 5171 EA 2.20 1157520 150 2119150 175 2114115 100 3185100 4.25 2122175 4.10 25,301.10 100 18,51100 4.00 24,684.00 800 49,36800 64 PSIPE - 1 Gallon Container Plants 2753 EA 11.00 3028100 150 17194.50 175 1182175 1100 27,53100 160 1116180 140 1711120 100 1151100 710 11271.00 1100 41554.00 65 PSIPE- 2 Gallon Container Plants 41 EA 1150 67150 17.00 697.00 22.00 902.00 27.00 1,107.00 44.00 1,804.00 24.50 1104.50 1100 61100 17.00 697.00 24.00 984.00 66 PSIPE- 5 Gallon Container Plants 193 EA 5210 10,19140 22.25 4,294.25 3100 179100 3100 6,75100 3710 7,14110 3150 6,46150 21.00 4,05100 2710 5,21110 3210 6,17100 67 PSIPE -11/2 "Caliper Plants 9 EA 16100 1,48100 24100 2,16100 9100 85100 37210 314810 19100 1,75100 104.00 93100 21100 113100 30100 170100 25100 225100 68 Removal of Buried Man -made Debris 1 FA 2210100 2210100 2100100 2010100 2100100 2100100 2100100 2100100 2100100 2100100 2010100 2100100 2100100 2100100 2100100 2100100 2100100 2100100 69 Irrigation Water System 1 LS 82197.13 81097.13 3750100 3710100 3100100 3100100 5150100 59,50100 4100100 4100100 37,10100 37,10100 4100100 4100100 4100100 4100100 4100100 4100100 70 Cement Concrete Traffic Curb 230 LF 1120 3136.00 3100 190100 3100 128100 4100 11,040.00 52.50 1107100 3150 819100 2100 175100 3100 105100 2210 106100 71 Cement Concrete Traffic Curb &Gutter 15 LF 1320 198.00 30.00 450.00 36.00 540.00 11100 1,74100 104.00 1,560.00 100.00 1,500.00 60.00 900.00 35.00 525.00 35.00 525.00 72 Chain Link fence 815 LF 3120 2168800 24.00 19,56100 3210 2108100 3100 2152100 3125 2172175 2140 2170100 31.00 2126100 3100 24,45100 3210 2108100 73 Permanent Signing 1 LS 22100 22100 25100 25100 50100 50100 1517.00 1,51710 150100 1,50100 1,15100 1,15100 100100 100100 150100 150100 4100100 4100100 74 Painted Access Parking Space Symbol 1 EA 9100 99.00 32100 32100 50100 50100 363.00 36100 620.00 620.00 580.00 580.00 250100 150100 25100 25100 45100 45100 75 Rock Wall 132 FF 13210 17,424.00 44100 5818100 6100 712100 59100 7127100 33100 51,48100 37100 4150100 40100 5180100 16100 21,12100 3100 101100 CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS Duwamish Gardens Bid Tabulation Project No. 90630102 Date: 15- Apr -15 Engineers Estimate McCann Construction MidMountain Contract. Inc. Pivetta Brothers Const. Inc. ERRG Ohno Construction Company Olson Bros. Excavating 3 Kings Environmental Inc. A -1 Landscaping and Const. 76 Seat Boulder 5 EA 4,730.00 23,650.00 4,300.00 2190200 4900.00 20,000.00 4,570.00 2285200 325200 1825200 4,500.00 22,500.00 4,500.00 2290200 280020 1900200 4,500.00 2290200 77 Boulder-Mounted Bench - Accessible 1 EA 4,40200 4,400.00 4,72200 4,725.00 2,90200 290200 5,52900 592900 5,10200 210200 4,60200 4,600.00 250200 690200 2,50200 250200 3,80020 280200 78 Bike rack 1 EA 1,10200 1,10020 1,22200 122900 1,150.00 1,150.00 95820 95820 1,02200 122900 1,750.00 125200 200200 200020 1,50200 190020 220200 220020 79 Trash receptacles 1 EA 99020 990.00 145200 1,45200 95200 95200 1,58420 1,584.00 1,10020 1,10200 220020 220200 250020 290200 1,50020 1,50200 250200 290200 80 Type 1 Removable Bollard 2 EA 124520 209200 72520 1,45200 190020 200200 95820 1,91620 55200 1,10200 45200 90200 200020 420200 80020 120200 98200 126200 81 Habitat Logs w/ Root Wads 24 EA 220200 5280200 1,40200 3320200 1,10200 2240200 947.00 2272820 1,22200 2240200 190200 3200200 200200 12200200 271200 65,160.00 280200 6220200 82 Stumps with Root Wads 5 EA 1,92900 262900 95200 4,750.00 70020 390020 34720 1,73900 1,15200 975200 83200 4,15200 900020 2900020 216900 1092900 390020 1250020 83 Habitat Log 12 EA 1,925.00 2210200 90200 1980200 90200 1280200 51320 6,156.00 1,11200 1232200 94200 1128200 200200 6200200 2,44200 2928200 220200 26,400.00 84 Habitat Snag 5 EA 1,430.00 7,15200 1,250.00 6,250.00 120200 200200 947.00 4,735.00 122200 262200 120200 250200 720200 3200200 205200 1027200 220200 1200200 85 Stone Pavers (Flagstone Paving - Gathering area) 149 SF 44.00 695620 5320 7297.00 3200 521200 4200 620200 4620 625420 60.00 294200 27200 4297200 140.00 20,860.00 4200 620200 86 6" Streambed Cobbles (for cobbles/cobble spit) 23 TON 6620 1,51820 10020 230020 8900 1,95900 22120 908320 6620 1,51820 16220 322900 8200 124200 8200 1,84200 13900 210900 87 Streambed Boulders (1/2 Men -3 Man) 65 TON 16200 1272200 10200 622200 14200 910200 22120 14,36200 10220 6,63200 18220 11,83200 14200 942200 16200 1240200 15200 1207200 88 Drain Rock 52 TON 44.00 228820 57.00 2964.00 7200 290200 27.00 1,404.00 4250 252200 7820 4,056.00 6200 3,380.00 7200 290200 4200 234200 89 Goose Excluder 1 LS 4,400.00 4,400.00 2020020 2020020 2090020 2090020 4028920 4028920 2020020 2020020 5890020 5890020 1890020 1890020 2020020 2020020 4900020 4900020 90 Kiosk 1 EA 1220200 1220200 1200200 1200200 10,10200 10,10200 258820 258820 1250200 1250200 9,50200 950200 1200200 1200200 20,00200 2200200 1200200 1200200 91 Scrambling Path -3' wide (lump sum) 1 LS 205200 6,050.00 200200 200200 200200 200200 2304.00 2304.00 1,55200 1,55200 6,50200 6,500.00 2200200 2200200 1200200 1200200 2987200 2987200 92 Fire Pit 1 LS 60200 60200 67200 67200 250200 250200 293620 293620 525200 525200 200200 200200 620200 620200 1,50200 1,50200 250200 250200 93 Crushed Surfacing 5177 SF 195 254225 290 1224290 1.50 7,76950 1.00 2177.00 1.85 9577.45 1.70 280290 295 1124895 1.50 7,76950 620 3126220 STORM DRAINAGE - 94 Slotted Underdrain Pipe -6" PVC 35 LF 1950 57790 3900 126200 4200 1,40020 3720 129900 2920 1,01900 4220 147200 64.00 224200 2900 87900 6200 210020 95 Corrugated Polyethylene Storm Sewer Pipe 12" Dia. 46 LF 7190 228900 5390 2,46120 66.00 2036.00 6900 299200 7790 254220 44.00 2224.00 8320 281820 4900 207200 9900 4,14900 96 Corrugated Polyethylene Storm Sewer Pipe 8" Dia. 220 LF 6620 14,52200 3725 8,19200 17.00 274200 5200 11,440.00 3250 8,030.00 40.00 820200 7320 16,060.00 3200 7,70200 7200 1690200 97 Solid Catch Basin Lid 1 EA 22200 22200 40200 40200 35200 35200 33900 33900 125200 125200 45200 45200 65200 65200 75200 75200 20200 20200 98 Beehive Grate 1 EA 60200 60200 40200 40200 35200 35200 336.00 336.00 90200 90200 2,80200 280200 190200 190200 75200 75200 45200 45200 99 Type Catch Basin 1 EA 1,37200 1,37200 1,150.00 1,150.00 1,650.00 1,650.00 1287.00 1287.00 231200 231200 89200 89200 1,30200 1,30200 1,250.00 1,250.00 2,100.00 210200 100 Connection to Existing Drainage Structure 2 EA 44200 88200 72900 145200 82900 125200 374.00 74820 67200 1,34200 1,10200 220200 210200 220200 250200 900200 45200 90200 101 Gravel Backfill for Drain 5 CY 2790 13790 10200 50200 7900 37200 2790 13200 5900 25200 13200 65200 15190 75200 16200 80200 4900 22200 102 Sewer Cleanout 2 EA 27200 55200 50200 1,00200 150.00 30200 36820 73620 630.00 1,260.00 650.00 1,30200 200200 4,00200 35200 70200 120200 240200 103 Bio-retention Soil Mixture 30 CY 1950 49900 9200 270200 3320 99200 7220 216200 8820 264200 9220 276200 7120 213200 6900 1,95200 6900 1,95200 104 Curb Scupper 2 EA 11900 22200 5900 11200 20200 40200 10200 21200 125200 270200 50200 120200 190200 200200 75200 1,50900 65200 1,30200 SUBTOTAL 214246222 293902905 222242820 2454,98286 295233290 296293329 2997,16220 2077,96200 4,119,40950 SALES TAX (0.095) 20253972 212,326.90 220,630.66 233,223.66 242,566.62 243,288.67 284,730.39 292,406.68 391,343.90 TOTAL $2,345,993.94 $2,447,346.95 $2,543,058.66 $2,688,209.52 $2,795,899.42 $2,804,222.06 $3,281,892.39 $3,370,371.68 $4,510,753.40 Bold = Error Rounding Error City of Tukwila Jim Haggerton, Mayor TO: Mayor Haggerton Utilities Committee FROM: Bob Giberson, Public Works Director440 BY: Mike Cusick, PE, Senior Program Manager DATE: May 8, 2015 SUBJECT: CBQ Sanitary Sewer Rehabilitation/APW to APE Sewer Repair Project No. 91140203, Contract No. 14-159 Change Order No. 3 ISSUE Approve Change Order No. 3 with the R.L. Alia Company (Alia) for the APW to APE Sewer Repair Project in the amount of $91,152.15, including sales tax. BACKGROUND A contract with Alia was awarded by Council on September 15, 2014 for work that included the repair of a collapsed sewer line between APW and APE and also the installation of a manhole in Andover Park East near Strander Blvd. The Notice to Proceed was given to the contractor on October 15, 2014 and the contractor started work on the project on December 5, 2014. DISCUSSION Alia was able to complete the repair of the collapsed sewer line between APW and APE in accordance with the original construction contract. The APW sewer repair was intended to enable the entire line between APW and APE to be sliplined as part of a second, separate contract with the Michels Corporation. During the necessary effort to clean and video the sewer line for sliplining, a second (new) collapsed portion of the sewer line was discovered. This newly collapsed portion of the sewer line needed to be repaired before the sliplining work could take place. Alia was then requested to repair the second collapsed sewer line in order to allow the sliplining work to proceed. The scope of work to repair the second sewer main collapse (Change Order No. 3) could not be estimated at the time as the extent of the collapsed pipe was not known. Alia was asked to expose the new collapsed pipe to determine the extent of the damage under an agreement to pay them for their time and materials. The contractor was able to expose the pipe and repair it without any additional design effort or any need to evaluate alternatives. The entire sewer line between APW and APE was successfully sliplined without incident by Michels after all repairs had been completed. FISCAL IMPACT Change Order No. 3 covers the cost for Alia to perform the repair of the second, unanticipated collapsed sewer line. Tracking of their actual costs to perform this additional work amounted to $91,152.15, including sales tax. Since two separate contracts were awarded as part of the same CIP project, the total contingency for the CBD Sewer Rehabilitation Project is considered. Contract Contract Alia $342,560.90 Contract Michels 238,270.91 Totals $580,831.81 Contingency Additional Funds Needed $81,245.27 $44,263.41 32,118.97 0.00 $113,364.24 $44,263.41 IN INFORMATIONAL MEMO Page 2 After Change Order Nos. 1 and 2 and contract overruns were accounted for, there is $46,888.74 remaining in the contingency. To cover the full amount of Change Order No. 3 at $91,152.15, the additional $44,263.41 required to complete the APW to APE Sewer Repair Project will be funded from the 2015 construction funds of the CBD Sewer Rehabilitation Project. RECOMMENDATION Council is being asked to approve Change Order No. 3 to Contract No. 14 -159 with the R.L. Alia Company in the amount of $91,152.15 for the APW to APE Sewer Repair Project and consider this item on the Consent Agenda at the May 18, 2015 Regular Meeting. Attachments: Spreadsheet of Costs Page 71, 2015 CIP WAPW Eng\PROJECTSIA- SW Projects \CBD Sewer Rehabilitation (91140203) \Constructiominfo Memo JC Alia CO #3 05 -08 -15 rt gl sb1.docx 16 ALIA CHANGE NO. 3 BACKUP DATA MPC APRIL 25.2O15 APE MANHOLE CONTINGENCY USED BY MICHELS ALIA'S LAST INVOICE CREDITS UNIT MICHELS $ 32,118.97 SCHEDULE $ 238130J0 TONS PRICE CREDIT YfDA% ALIA $ 81.245.27 TAX n 22,622.36 BACKFILL 95.00 $ 50.00 $ 4,750.00 $ 5,201.25 PROJECT CONTINGECY $ 113,364.24 SCHEDULE B $ 175,317.67 YDA2 TAX $ 16,655.18 HMA PATCH 10.00 $ 300.00 $ 4,800.00 $ 5,256.00 MICHELS TOTAL $ 452,725.31 W/TAX TOTAL $ 9.550.00 $ 10,457.25 CREDIT MICHELS FINAL INVOICE YNTAX $ 171,530.07 TO MARCH 30, 2015 MICHELS BASE CONTRACTWJTAX $ 160.594.80 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIII CHANGE CONTINGECY USED BY MICHELS $ 10.035.18 ALIA TOTAL TOTAL TO MARCH 30, 2015 s 452,725.31 ' CHANGE ORDER #3 $ 91.152.15 ViC0< ORDER #3 YfDAX PROJECT CONTINGECY WOAK NOT DONE 19.498.67 W/TAX PIPE REPAIR $ 77,269.40 $ 84.009.99 CONTINGENCY TOTAL $ 113,364.24 TOTAL TO DATE $ 563,376.12 W/TAX PIPE CLEANING $ 5,974.57 $ 6,542.15 CONTINGECY USED BY MICHELS $ 10.935.18 TOTAL $ 83,243.97 $ 91,152.15 REMAINING CONTINGECY $ 102,429.06 ALIA CONTRACT ALIA ORIGIANAL CONTRACT 400.226.33 W/TAX WORK NOT UNDER RUNS & CREDITS * 10.457.25 COMPLETE Y07AX REMAINING CONTINGENCY 102.429.06 SEA COATING $ 17.780.00 9.409.10 TOTAL FUNDS 518.11270 RESTORATION $ 27.00 29.57 TOTAL *17.807.00 9.488.07 ALIA TO DATE $ 563,376.12 W/TAX TOTAL FUNDS $ 519,112.70 W/TAX FROM 2015 CEO $ PROJECT CITY OFTWKVVLA CAPITAL PROJECT SUMMARY 2015 to 2020 PROJECT: CBD Sanitary Sewer Rehabilitation Project No. 91140208 The osbea�uounon�epipe in the CBD(commem�| business die�oViaappmxm�e�45yeam�dand D��N]PD�m' ' becoming soft. Slip lining the pipe will reinforce the strength with little impact to roadways and minimal excavation. |f the pipe ooUopoou.the etne��wiUhave 0obe excavated and the cost of the mpoinswiUbooign�conL|nthe �U�UH�A�|��' ' last five years we have had two major pipe failures on Andover Park West. STATUS: A Public Works Trust Fund loan was successfully obtained in 2012 for construction. Dx4|NT.|DURuCT: Reduced maintenance and repair costs. 20 The |imi�of the 2U13pn4ectioAPVVtn APE hnmK0ink|er Blvd hoG18(DhGt and wiUnow indudothe repair ��x8K8�NT' to the sewer under the railroad tracks. FINANCIAL Through Estimated EXPENSES Design 159 33 20 20 20 20 20 292 Const. Mgmt. 87 120 120 120 120 120 687 Construction 639 900 900 900 900 900 5,139 TOTAL EXPENSES 159 759 1 1,040 1 1,040 1 1,0401 1,040 1 1,040 1 01 01 6,118 FUND SOURCES Awarded Grant 0 PWTF/Proposed PW1 45 250 455 750 Mitigation Actual 0 Mitigation Expected 0 Utility Revenue 114 509 585 1,040 1,040 1,040 1,040 0 0 5,368 TOTAL SOURCES 169 759 1,040 1,040 1,040 1 1,040 1 1,040 1 01 01 6,118 2015 2020 Capital Improvement Program 71 • 5A City of Tukwila i Jim Haggerton, Mayor Mayor Haggerton Bob Giberson, Public Works Director Mike Cusick, PE, Senior Program Manager May 8, 2015 SUBJECT: CBD Sanitary Sewer Rehabilitation - Construction City Project No. 91140203, Contract No. 14-154 Project Completion and Acceptance ISSUE Accept contract as complete and authorize release of retainage. BACKGROUND On March 11, 2013, City staff received a call from a business owner on Andover Park East reporting that sewage was coming up in his parking lot. City staff discovered that the 12-inch pipe between Andover Park West and Andover Park East was full of sewage and not flowing. The next day, staff noted gravel in the downstream manhole and determined that the sewer pipe had failed and a sink hole had formed near the railroad tracks. Council declared an Emergency with Resolution No. 1793. Notice to proceed for Contract No 14-154 with Michels Corporation, of Salem Oregon, was issued on December 9, 2014. Michels Corporation relined 2,444 feet of sanitary sewer pipe in the CBD. Contract Award Amount (without sales tax) $146,662.00 Change Order No. 1 (Pre Liner) 9,518.46 Cost Over-runs 468.00 Sales Tax at 9.5% 14,881.61 Total Contract Amount $171,530.07 Council is being asked to formally accept the project and authorize the release of retainage, subject to standard claim and lien release procedures for the CBD Sanitary Sewer Rehabilitation Contract No. 14-154 with Michels Corporation, in the final amount of $171,530.07 and consider this item on the Consent Agenda at the May 18 2015, Regular Meeting. Attachment: Notice of Completion Contract No. 14-154 I V1 WAPW Eng\PROJECTS\A- SW Projects\CBD Sewer Rehabilitation (91140203)\Info Memo Michels Close out May 8 2015 - sb.doc ❑ Original ❑ Revised # ��'i i$88 tZa NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Date: Contractor's UBI Number: 601061071 , ,, ,,, Nam eh &, iYlaiing Aridress;of P..ulilic Agency Department Use Only �� - Ity ot I u wl a Assigned to: 6200 Southcenter Blvd STE 100 Tukwila WA 98188 Date Assigned: UBI Number: 91- 60015919 Notice is herebv given relative to the completion of contract or project described below Proiect Name Contract Number T14-154 TO Job Order Contracting CBD Sanitary Sewer Rehabilitation Phone Number: 206 - 433 -1871 Yes V No Description of Work Done/include Jobsite Address(es) Relining of sanitary sewers in the Central Business District (CBD) Federally funded transportation project? ❑ Yes V No (if yes, provide Contract Bond Statement below) Contractor's Name E -mail Address Affidavit ID* Michels Corporation Idphelps@michels.us 1567077 Contractor Address Telephone # 1715 16th St SE Salem OR 97302 503- 364 -1199 If Retainage is not withheld, please select one of the following and List Surety's Name & Bond Number. ❑ Retainage Bond ❑ Contract/Payment bond (valid for federally funded transportation projects) Name: I Bond Number: Date Contract Awarded Date Work Commenced Date Work Completed Date Work Accepted 9/15/14 1/12/15 13/5/15 Were Su6e6fraeteirs ;used „cin'th>is,project? If n `please complete AildeudumwA: ' ; Yes °❑ No Afficlav ;t`TDi = No`8ii release wXll 1ie`granted urikl all afdavtfs ire ltsted ”' Contract Amount Additions ( + ) Reductions (- ) Sub -Total Amount of Sales Tax 9.5 (If various rates apply, please send a breakdown) TOTAL $ 146,662.00 $ 9,986.46 $ 156,648.46 $ 14881.61 $ 171,530.07 NOTE. These two totals must be Liquidated Damages $ Amount Disbursed $ 163,697.64 Amount Retained $ 7,832.43 TOTAL $ 171,530.07 Note: The Disbursing Officer must submit this completed notice immediately after acceptance of the work done under this contract. NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all release certificates. Submitting Form: Please submit the completed form by email to all three agencies below. Contact Name: Diane Jaber Title: Fiscal Specialist Email Address: diane.jaber @tukwilawa.gov Phone Number: 206 - 433 -1871 Department of Revenue Washinown State Depwment of Public Works Section Labor & industries (360) 704 -5650 Contract Release PWC @dor.wa.gov (855) 545 -8163, option # 4 ContractRelease @LNI.WA.GOV Employment Security Department Registration, Inquiry, Standards & Coordination Unit (360) 902 -9450 publicworks@esd.wa.gov REV 31 0020e (4/28/14) F215- 038 -000 04 -2014 1801 (Addendum A: Please List all Subcontractors and Sub -tiers Below This addendum can be submitted in other formats. Provide known affidavits at this time. No L &I release will be granted until all affidavits are listed. Subcontractor's Name: UBl Number: (Required) Affidavid ID* BC Traffic LLC 602178781 674853 Bravo Environmental NW Inc 602946216 569349 For tax assistance or to request this document in an alternate format, please call 1- 800 - 647 -7706. Teletype (TTY) users may use the Service by callinc 711. REV 31 0020e Addendum (04/28/14) F215 -038 -000 04 -2014 `AI