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HomeMy WebLinkAboutCAP 2015-05-11 Item 2B.1 - Bid Award - McCann Construction Enterprises for Duwamish GardensTO: City of Tukwila Jim Haggerton, Mayor INFORMATIONAL MEMORANDUM Mayor Haggerton Community Affairs and Parks Committee Utilities Committee FROM: Bob Giberson, Public Works Director 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 41 42 INFORMATIONAL MEMO 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 Enq. Estimate Budget 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 WARN/ Eng \ PROJECTS \A- DR Projects\Duwamish Gardens 06-DRO2 (90630102)\Design \INFO MEMO Contraction 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 Wy S to Tukwila Int'I 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. COMMENT: Funding from State Salmon Recovery Board (SRFB), King Conservation District (KCD), WRIA 9 King 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 $000's) 2013 2014 2015 2016 2017 2018 2019 2020 BEYOND TOTAL EXPENSES Project Location tits .lace= �':� : �► Design 403 90 493 Land (RMI) 2,134 60 /� it -, it 1414 1 ' 2,194 Const. Mgmt. 50 265 315 Construction 7 750 1,375 Fire or' 2,132 TOTAL EXPENSES 2,544 950 1,640 0 0 0 0 0 0 5,134 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 2,544 950 1,640 0 0 0 0 0 0 5,134 2015 - 2020 Capital Improvement Program 36 43 Project Location tits .lace= �':� : �► Of. iVII .dirS vim •�� /� it -, it 1414 1 ' {' : D 1111""', , .4, c. \ . 1 SLS Fire or' 2015 - 2020 Capital Improvement Program 36 43 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 II: 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 F Project Location " '"'" �., sae Pr , ill tit S87 PI if A Design 59 140 10 50 tP �i ♦ .»�S Ill 259 Land (RNV) 0 Const. Mgmt. 10 30 91 131 Construction 100 191 550 841 TOTAL EXPENSES 59 140 120 271 641 0 0 0 0 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 59 140 120 271 641 0 0 0 0 1,231 2015 - 2020 Capital Improvement Program 44 88 F Project Location " '"'" �., sae Pr , ill tit S87 PI if A Q S 894 PI Sp^ I �. tP �i ♦ .»�S Ill ; _Y 2015 - 2020 Capital Improvement Program 44 88 A-1 Landsca in and Const. P g Unit Price Amount 0000000000000000000000000000000 000000000000000000000000000000:u 0 0 0 0 0 0 CO U) @ 0 0 0 o O o O o O o 0 0 o U) 0 0 o N U) N V' 0 o M O 00000 t0[) 00) r to 000000000V OOONV 0D n NWrN00,r - U) W W O W m n N n m u) N W r 0 0) 0 O3 r N N r r O [� 0 0 0 N N r r N r M N M n U) N m CO r N 0) r N N r N 0 N r 00 0000000000000000000000000000000000 0000000000000000000000000000000000• O O O O O O W u) n 0 0 0 0 0 0 0 0 0 0 O O O M O u) N W r M 0 O O n m 000000, -co 0000000000000 00C100 0.0.00.0.m 00000000(0000 ,t1,- O O 0(0 N V 0)U)NW Om to co N N U)U) O r r N r M M n t0 ('41') CD r N m r N r r W W N :':.-. 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Unit Price Amount 0000000000000000000000000000000000 o o 0 o o o o o 0 o o o o 0 o 0 o o 0 o o 0 0 0 0 o 0 0 0 0 0 0 0 0: 0 0 0 0 0 o CV 0i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U) 0 0 to co' 0 V' 0 0 0 t- o 0 0 00 0 0 W n 0U) u) 0 0 0 0 0 0 0 0 0 0 M 0O V W V W OO W N 0 0 00 00 Mrn MN N000 U) 0 0 0 O0O N o m N r t000 V O Orn OOtriotOoc rti)0v)NtrimNmo)ma)CDNOOu)u)Mr u)CON MN N r M N O N r r r r 0 0 0 r 0 MM CO r N n M 0000000000000000000000000000000000 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 m o U) 0 0 00 00000000000 a)N,iN 000MM 0000 00 r 0U) U) 0 0 0 0 0 00 00 0 OM r r N W 0 0 000000 g N N O O o U) O O 0 0 0 0 O O O W O U) O U) O W 0 U) N U) CO N M 0) M M M O dm 1') N ('4,- M N M N r r r r 0310 M M :- -- - - -.Cil 00000000000000000000000000000000000000 10 0 0 0 0 0 0 0. 0 0 0 0 O o 0 O 0 0 0 O 0 0 0 0 0 O 0 O O O o 0 O O 0 0 0 0 n 0 0 0 0 0 0 0 0 0 0 0 0 0 o V' o o M 0 0 u) u) 'C Ni to N o <t t• r o O o 0 0 o MU) O WN 00000 0 0 00 0 V N W V 0)N mU) V U) N N W n m 0000 N U) CON V NN V O 0U)r O O N U) O r V O O n W V M W r V 00 CON CDN n o0O M V N<r000(00(No«)u)r0or,t,d JCi0)0i rrV V O) tt)Noo0 V- r N M N N r r M V r r r r Nr NV N r 000000000000 00000000000000000000000 00000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U) mU)o O o o o o ooN o o o00 U) u OU) U)N N M V V V n r n o o O u) 0 o NU) u)nN W 000 N O O 00000010 M M r N000 M C') m N r O O U) 00 '3)00.100 1)0 0('- U') t0 000)0- M N r r V r r N 1.- Bros. Excavating Olson g Unit Price Amount 0000000000000000000000000000000000 0000000000000000000000000000000000 0000000000000000000000000000000000 000000N MCmt) OOOOOOOOOOO000090 duo O) N OO ou,o0: 00000001'3L000000000000000-0O_00)_rM 0)0000 d d O o o u) W N o O u) o o o u) 0 o W N O N U) m N m r o 0 M r O N r N U) ,- r N N N N N r N r r 0 U) 0) N V WV N r r W r 0000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 o N' 0000000000000 o00n 003 OMoo U)h 000000-- 0000000000000 O m NN N CDOO O O O O O O 0 0 0 0 0 0 0 0 0 O O t0 O O r 0 0 0000oU) N00000000ot0Nt0 U) o10 N N r N t0 r N N N N N r N r DIV 3 r:;-.0 : -.N 000000000000000000000000(00000000000000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 o to n o 0 0 0 0 0 0 0 0 0 0 0 0 V 00003 00001 OONM O N 0OU No m ON ONON M W r tm0 m oo UO) 000 00 W (0 00 0 0 W O on o 003 m m N W W V W U) O V Vm U) U) O o m o 0 n m N r 0') <r 0 0 <r t0 V- 0 0) 1') <r 0 0. 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M r NN M .- r N Ohno Construction Com 'a P .nY Unit Price Amount 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C0 0 0 N 0 0 0 0 0 0000000000000000000000000(-.0L0000000 000000 Nm 0000000000 o OO o W o V.CO (00000 n V 000000,-R,-occom000mooc000mom,-cummmoomo O O O O O O 07 N m O U) U) O O N O n W O m m N r o m W V U) O n o t0 r t0 mOW 00W m r�00N0D) NM r0Nt0V VNOM ONN MN N r V Nr r r CD V U) W m N 0 0 0 O O O O O O O O O 0 0 0 O O O O O O O O O O U) O O M 0 0 0 0 0 00.0000000000000000000000000.00.0'" V m n 000000(0 W 0000000000000 V O NCO,-000MN-t0 000000 r 0000000000000 O W r N m 0 0 0 0 0 0 O O 0.0000-000)0., O ow m o 0 0 0 U) 0--'0 C0 1t) N U) 0) am ,-.d t0 &a M N N r V N r r r MN 01 -.. - 0 0 0 0 U) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N U) U) U) 0 0 0 0 0 0 0 0 0 0 0 m O O O N O O O O 0 0 0 0 o O W N W 0 0 0 0 0 V O N .- O r N U) U) 0 0 0 0 0 0 Mdoop0000M000mmtn,-M64466Rmm6W,-m.trdm6o66,- (‚310 V O O .- 0 0 0 O t0 CO N m o3 W m V M 0 m N .- V W O O m m 0 O m 0 0 V W 0 r r o m 0 m 0 N M M 0) U) m W M o m 0 m N t0 r m V M O O V m O r m U) n NMOnN cr0 ON. CDNn 0 OOVO0 rrNruin,-O on Wr0 CO M N r r N O N CO N N r N CO N O O O O U) 0 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 0 t0 «) U) 0 0 0 0 0 0 0 00 0 0 0 0000N. -0000L000 O O 0 0 0 0 0 0 0 0 0 0 03 0 u) r V t0 0 O O U) o V t` W ON n 000 N 000 n M 0000 01)00 NNN V V 0 V M V' 00 00 U) W n 0 W N 0 0 0 0 r O U) n m m W V m tO DIM 010100,-MON N r r O V O ON N m M 0 V r0- r O m n at-- 10(4 N N 61; M N r 0 N r ERRG Unit Price Amount 0000000000000000000000000000000000 O O O o o o V N N o o 0 o O o o o O O o 0 0 0 o o u) m 0 0 0 0 0 0 O 0 0 0 0 0 0 M M CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n U) M N W O O U) o 0 0 0 0 0 0 M m 0 0 0 0 0 0 0 0 0 0 0 0 COO W O m N U) O N O O N V 0 0 0 0 0 o M W W 0. 0 0 0 0 O O O O O V V n r O CO V C0 O) N. M O O m O n W V O M o N 0 U) U) U) W r h C0 0-04010000-0 100)0 ON N M N,- V03 r Nr r N r 0 MN r .r.-1-. m N 0 0 0 0 0 0 u) U) to 0 0 o 0 o o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 O O m N N O O O O O O O O O O O O O O O O m r N o O O O t0 N- 000000 (0,00000000000010 ow M V O O W O O O O O n 0 0 0 0 0 0 0 0 0 V V W O O O n W V 0 V) O r o u) 0 tri 0 r r 0) M N U) M ON N M N V M r Nr W N N ': - , _ 0000U)000000000000000000000U)0t000000000U) O U) O o N 0 0 0 0 0 0 0 0 0 0 0 V 0 0 o V m N O n o N O n W O O 0 0 0 0 0 n M h 0 0 0) 0 0 0 0 0 0 0 0 U) o <t N m U) CO U) r t` R U) o n o CO m V' U) 0 0 U) O M n M CD O n U) O U) O n U) O CO O N O m m N U) n W O V N D O V 0 O O n CO N V W W r( n 0 0 0 N V r V n O m M O r M 0 m W V M m r m N r W r n 0 0 O U) r r .-04,-0000000100,- Nr r 0 M r 10 N r N r M N 0 0 r N r 0 0 N r W r r M Nr N V r r r Nr 0)'0,- N 0010606r Nr rraiVirtNrC0N0C6rNrddNr CO Cn to N r U) O t0 0 V 0 0 n u) 0 0 0 0 (0 V CV n M o« V' o r '0 0 d' r u) o O N V N 0 U) U) oto 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o U) 0 0 0 U) o U) 0 0 0 0 0 0 0 0 t0 O n n O n O o 0 0 0 0 0 O O 0 0 0 0 0 r m N t0 +- O N O N COO 0 0 0 U) O N U) C0m N r N O N O r U) 0 0)00(0000) NCV '0(00)00)000) N r o m 0 ,t-_,-: 0400.1004 r 0 o r 0,-M W r <r co V- o ,y. M N V N Pivetta Brothers Const. Inc. Unit Price Amount 0.000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tD o 0 0 0 0 0 0 o r 0300'000 V 0(00 o n rico ,- CooMcocoRoai<rc '0 ro m n W O VV O N W W U7 m CO O M n W m N N n m N CD V O V N m N M 0 O V m 0 V N M V O M 0 N r 0 0 CD n V m m r 0 m n V M M U) n V 0(r000r 0W0)00-00)00 V't0N0)V N00) nV O0 M r N N r Nr r r '0-r N m n V V M V r r 0 r 0000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tD 0 0 0 0 0 0 0 0 0-00000 V' r V' 0 03 u1 0) o 0 t0 _0 to V' M 0 Di 0i 0 0 03 0) 0) N 0) O) M r N m n W O V 0 U) M CO O m R O V NM N V O V N m W O V g N m V 0 0 m N r 0 0 m n n m ti') U) COmm, N N O O N 0) 0 n n 0) h n. 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Inc Unit Price Amount 0000000000000000000000000000000000 O o 0 0 0 o O o 0 0 o O o O o 0 0 0 o O O o O o o O o 0 o O O o 0 0 0006666666600000000000000toctn6o6000 0 0 0 0 0 0 W t0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m O N N m M N V O 0 N O O 0 O U) 0 n O m U1 o u) 0 0 0 U) 0 o U) W W O n 0 O r n W N o 0 m V 000300-00`.- (0(0(0(0(00.-'00' (400400',-0300 00N Mr N N MN r r r r N. M 0 r 0- 0000000000000000000000000000000000 000000000000000000000000000000003.. 000000 o o 1)00000000000000)00 m i`-0000 V r 0 0 0 0 0 0 m O O o O o O O O 0 0 0 0 0 O W m m o O 0000100 U) O U) O O O m U) O m m 0 O o 010 m DDN Ni0-0 m N U)0) O) 0 r<rn Nt0 o U)r r r r N r r -000000000000000000000000100100101000000000 - -o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r W O N o N n o o o o o o o o tn000c00000000tno<rcid 000 NMn<ro o)Nou)00000 (‚410 N M V 0 0 0 0 C0 0 0 0 V O W t0 N V M n U) m C') m m N V N 0 m U) O O W V W r N m N m V O O U) m U) O M U) O V CDU) m n W W m N V m u) M ,- W m n W 0 o N i0 o NNN00N0V'OUi0r 00 ()0.000.0 r N, -MO 0 o00 0 r N r r N r NN Nr NM N 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 U) u) O ti) O U) t0 0 0 0 0 00000 0010000000000 0 0 0 0 0 0 0 0 0 0 4) V r N O n n o 0 0 0 0 0 0 U) COU)m 00 00 N 0001)0000 mU) to ono NN N'CO oN O U)o 0 CO CO N W V M N r W 0 0 0 r 0 0 0 0 0 0 0 M V WV N 0 m 0 0 M M M N r 000 0 O O N W N O N NCD 0-r NNNN o0 r N m • 'McCann Construction Unit Price • Amount 0000000000000000000000000000000000 O o 0 0 o 0 0 0 0 0 0 0 o 0 0 0 o o 0 o o o 0 o 0 0 0 0 0 0 0 0 0 0.-' 0 0 0 0 O O N V' M O O 0 0 0 0 0 0 0 0 0 O O N O O O W u) O O O O m 0W 0 0 0 0 0 0 0 m r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 0 N M 0 0 0 0 W0 V O 0 0 0 0- U) N 0 W 0 0 0 0 U) O O O o o t0 O N U) CO W r W M V o O r CO 0-00300)Nr rM 1)NNOr00r- .0Mr000)'03 .a -Rd,- Or N M N VV r N M N r03 M M N r r n 00000000000000000000000000000000000 o O O O O o O O O O O O o O o O O o O O O O O o 0 o O O O O o O o o 0 0 0 0 0 0 r M 0 0 0 0 0 0 0 0 0 0 0 0 0 C0- o 0 m N 1) o o 0 o t` r o O O O O O r 0 0 0 0 0 0 0 0 0 O. 0 0 0 ow N M O o <t 0 m O O n t0 0 0 0 O U) 0 0 0 0 0 U) o U) O O 0-0(400)04 r V V 0 N N N r m U) r- r 0 r m 0- N r r r -. 000010000000000000000000000000000000000 O o 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 o N O o 0 N W O O N o W W o N O O O o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 O O W O O N V CD m 0 V' U) n o W V f` V' O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD O W W V m m t0 N V N m m m m 00 0 0 0 0 0 c0 W O O M O O V O CO N N m r O r N O n m W N W u r V n M m W 0 N r o W m V M ,14)00'00)3'-000(4(0 0�0r V'V 0704 V m0 rr Mr V 0 0 0- 'N0 - m r N N Nr r N n r r N Nr NM r 00000000000000000000000000000000000000 O O O O N O 0 0 0 0 0 o 0 0 0 O O N N O 0 N V O O N O 0 M O N 0 O 000 0 0 0 0 h 0 0 0 0 N o o r o 0 0 0 o n r N M M V' M M t` N o o O o o V' m r 0 0 r 0 0 0 o r 0 o O O o 0 o N M M M r N V O m M M N rrrN r O N 0 N N M O M M O N o n 0-0)0 NOS U) 0( 0- p 0) N N r n r r Cy En g ineers'Estimate 9 Unit Price Amount 000 m 000000000000000000000000 r O O O O 00 V O tO 00 0 0 0 0 0 0 0 0 O O o 0 m O W O n O W 0 0 o W 0 030000 or M ; 000000000000003 oCn u M N o N oO MM 03 0 0 0 0 0 M O O 0 0 0 0 0 0 0 W 0 0 0 U) O V U) V m W n O 0 O N N.01 N t0 O N W m V V N 0 0 O 0 0 0 07 O m M M o r M V W 0) V W M M U) m U) M N N' O N N t0 0 r N M N N Ch C9 N C7 03 0 0 0 0 0 0-,- r m m N m,_ CV N N r N Nr N 000 m NN n 0 0 0 0 0 V O V O 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 0 0 0 0 0 0 0N 0) 0 0 0 0 0 W W CO 0 0 0 0 0 0 0 0 O O O 0 0 0 o m O M W N t0 O O N N 0300000 to 6) U) 00000000000OO U)O Mrto OiM OO NN m 0 0 0 0 0 r o O O O O o O O O W O O o O U) r 0) -.Roo N N M O N W N O O U) M CDO M O CDCOM 0 M U) t0 C0MU)NN W NNNOU)rN0NNMMr m 0`r r r N N N r CV N r r N N .0 : - 0 88,980,9S00000000000 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n 0 O N O V 0 0 C7 0 0 0 00000000000000.. O ,- 0 0 V O N ON u) 000 N 000300000 M M V' U) CDM (O CO COO U) V 0- 0 0 0- 0 V O m M O m W O W W N O m n 0- M V m n 0- W n m W U) N V N m t0 u) M Cu W 0 W r m N CD r V O O O m O U) W U) W V (*) N W U) W O r (1 O M __(00)0)0)(0(0_0)_ NV m n u) N m m N N N r N N m O r N 0 r CO N 0 0 0 o 0 0 0 0 0 0 0 o 000 O 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 r u) W m 0 W (0 0 0 0 U) O O 0 0 0 10 0 t0 0 0 0 U) 0 r N N 0 N O t0 W O O 040401 0000,- N O0oCDo oN 00000 C0- O).N 0) d)0) r -N N Ci Nr CD N to o 00-) M M U) W M N r N W o N O r M O M O O O O r V r V t r r M W O 0 r r M r m W W mo m o m 0 0 r 0 N 0<t0 0r u)0NN NW CO r t0 M N N Date: 15 -Apr -15' Item Description Quantity Unit ROADWAY 1 Mobilization 1 LS 2 Contractor Supplied Surveying and Staking 1 LS 3 Permits and Licenses 1 LS 4 Resolution of Utility Conflicts 1 FA 5 Project Temporary Traffic Control 1 LS 6 Clearing and Grubbing 1 LS 7 Pavement Removal Including Haul (AC+gravel) 1552 SY 8 Cement Concrete Sidewalk Removal Inc. Haul 21 SY 9 Cement Concrete Curb Removal Inc. Haul 77 LF 10 Removal of Structure and Obstructions - Parking Area 1 LS 11 Removal of Structure and Obstructions -Structure A 1 LS 12 Removal of Structure and Obstructions -Structure B (Farmhouse) 1 LS 13 Salvage Materials -Structure B (Farmhouse) 1 FA 14 Removal of Structure and Obstructions -Structure C 1 LS 15 Removal of Structure and Obstructions -Structure D 1 LS 16 Removal of Structure and Obstructions -Structure E 1 LS 17 Removal of Structure and Obstructions -Structure F 1 LS 18 Removal of Structure and Obstructions -Structure G (Barn) 1 LS 19 Salvage Materials -Structure G (Ram) 1 LS 20 Removal of Structure and Obstructions -Structure H 1 LS 21 Removal of Structure and Obstructions -Structure 1 1 LS 22 Removal of Structure and Obstructions -Underground Tank(s) 2 EA 23 Demolish Chain Link Fence 547 LF 24 Water Main Abandon and Repair Work 1 LS 25 Excavation, Handling and Disposal of Contaminated Soil 2012 TON 26 Excavation (including Class II) 22805 CY 27 Cultural Resource Site Excavation 4599 CY 28 Embankment fill and compaction 965 CY 29 Excess Common Excavation (including Class II) Haul and Dispo 29294 CY 30 Gravel Borrow 8 CY 31 Temporary Dewatering 1 LS 32 Temporary Shoring and Cofferdam 1 LS 33 Construction Geotextile for Sot Stabilization 729 SY 34 Construction Geotextile for Ditch Lining 240 SF 1 ROADSIDE DEVELOPMENT 35 4" Streambed Cobbles (for spillway) 8.5 TON 36 Crushed Surfacing Top Course 50 TON 37 Crushed Surfacing Base Course 80 TON 38 HMA Class 1/2" Pavement, In Place 50 TON 3g Cement Concrete Pavement (for Gathering Plaza) 1411 SF 40 Cement Concrete Commercial Driveway 30 SY 41 Focal Point Sculpture (budget) 1 LS 42 Freestanding Sign and Frames (including Interpretive signs) 2 EA 43 Metal Inlays Into Paved Surfaces 1 LS 44 Pine Rail fence 1305 LF 45 City of Tukwila Park Sign 1 EA 46 Park Sign 1 EA 47 Paint Line 60 LF 48 Permanent Ground Anchors 77 EA 49 Erosion Control and Water Pollution Control 1 LS 50 Seeding, Fertilizing and Mulching (Erosion Control Mix) 0.22 ACRE 51 Seeding, Fertilizing and Mulching (High Marsh Seed Mix) 0.34 ACRE 52 Seeding, Fertilizing and Mulching (Low Marsh Seed Mix) 0.24 ACRE 53 Coir Log (Bio -D Blocks) 177 LF 54 Topsoil Type A 394 CY 55 Loosen Topsoil - rip to 18" (el 8 and below) 774 BCY 56 Compost (3" across whole site) 557 CY 57 Bark or Wood Chip Mulch (3" in non -marsh planted areas) 553 CY 58 Seeded Lawn Installation 422 SY 59 PSIPE-Livestake Plantings 577 EA 60 PSIPE - 12"-18" Bare root plantings 475 EA 61 PSIPE - 18" Bare root plantings 1,153 EA 62 PSIPE 4" Pot Container Plants 330 EA 63 PSIPE - 10" Tube Container Plants 6,171 EA 64 PSIPE - 1 Gallon Container Plants 2753 EA 65 PSIPE 2 Gallon Container Plants 41 EA 66 PSIPE - 5 Gallon Container Plants 193 EA 67 PSIPE - 1 1/2" Caliper Plants 9 EA 68 Removal of Buried Man-made Debris 1 FA 69 Irrigation Water System 1 LS 70 Cement Concrete Traffic Curb 230 LF 71 Cement Concrete Traffic Curb & Gutter 15 LF 72 Chain Link fence 815 LF 45 46 y,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C.?O 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 0. 0 O CO 00 0 0 0 0 O O O (0 m U) 0 0 0 0 0 0) o0 ',Jr? 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U) h y�'N N 0)Nr rr(0ONONr OMNNT,-h ,�:. r r r r •jO O 00000 C;O O o 0 0 0 0 0 0 go 0 o O 0 0 0 0 0 CD CD O 0 0 U) 0 0 0 O O 0 0 0 0 0 U) UL;OO O O O OO 0 U7 0 0 0 0 0 0 �_ CD 0 0 Lfi 0 0 0 m6 O 605-7 N:LO N CO cc, O U) LO m sr V m m n O O O O o C N r M N r r h r V O r r 0 0_0 U) .: N N N N N 010r M -:-: 1 : : 0 0 0 0 0 0 0 0 0 0 0 O O O o 0 0 O 0 0 0 0 (0 0 0 0 0 0 0 0 0 0 0 h h0 L0(0 (0O o0 LO m O n h h N C) m n O) (O Nn —U) rr 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O 0 0 0 0 t0 m U) O O O O O O 10 O N CrCOLO U) LO CO LO CD U) n n N CO r M n r N O CO 0 (0 10 (p (OO 0) V naV O N vi CO (0 n M O Ps CO ai Ea '',00000000000000000000M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N 0)000000000 • 00000 m000OOm C':0 0 0 0 0 0 0 0 0 0 0 0 h V N m 0 0 0 0 V :0 (O m LO U) O LOO 0 0 0 0 0) m V M LO 0 0 0( N! • 10 N N N m N N V- O LOO IAO r 0) M m MLA (0 �:. m N N N CO M V r r (V 0 -)C... W .•.0:O O 0 0 0 0 0 'O O 0 0 0 0 O o O O O o O O O O O O O O O (d O. . 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'. 00000000000 00000000000 O CO 0 0 0 0 0L6 0 0 0 O M V (O LO in U) n 0 0) O V O r M M CO m M M 0 V r MM r 00000000000 00000000000 O or000 LO OO OM O V m r t0 U) U) N n O CO O CO CO m CO r N ,- OCD ow ((i O N M ‚4.10 N O coNN N m co W LO o M LVO N 000000000000000000000 c o 0 0 0 0 0 0 o 0 o o o o o o 0 0 o 0 o m 520L0000(000 o 00h 010 V' O000N 0 N m O N N LO 0 O 0 O 0 M O N m O O O h V:1000)0000000,- '7. N M O U) n N V m n m N m M m m n O o m 0: M 4 —7 7. M' O M S N (A N O U7 LA CV N` U) N M r Nr C �"') �0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O o 0 O O 0 0 0 0 0 0 O 0 O 0 0 O 0 C.cu N O O N N 0 N O M O O M O O M 0 0 0 co N V.'.N M 4 M., N V h 4 m m CV 0 0 0 0 O OO 00 CD � r r N 0: .4.,.,_.,_ '- '- O T M -: -0 .: 00000000000 0 0 0 0 0 0 0 0 0 0 0 000000000 'N.V. r V V r V 0 o n r r N m r N r r O O LO 0 0 0 0 0 0 0 0 O 0 N 0 0 0 0 0 0 0 0 M co M O O O N O O O 0 M 0 M O O 0^ O coO m 0 r 7. '_ (O O o m OCD NN O M (A N M N N N (O m m C' co_ f d' V CVw ( -:00000000000000000000M 20 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 +O+OO)7000OOO U)OOmm U)m 000 L6 CV (0'N 0) N U) 0 0 O) 0) O N O 0 0 N m O o LO O V E.'N V m Cr r 0) O m CO r r LO L.D. n N Cr N O m U) •� 1,-0-5.4.)- ('40) O) M n m r O N V M m m 4 r N 0 N r r U= ,..00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (0 O 0 0 0 0 0 O O o 0 0 o O m N,O 0) 0 0 0 O U) C'N O)CUMOOO)V OO Ui CD4mE0 000 LCir .0) — - — - )ONmm.4 (OV O(OO " V N(0 O C. r N r r r V r M . :' : 00000000000 0)00000010000 66O LOU) Oh 0m O h CO N N O n m M U) 6) N CO N U) N CO CO CO r 0 V N d4 r r 00000000000 0 U) o o O o 0 0 0 0 0 m mOm U)OhmmO r(�m N O nV NCV N O M V N r r N N N n OM O M V 0 ad T O N N V 0) M 0) 0) 0 V CO (A Date: 15 -Apr -15„ 73 Permanent Signing 1 LS 74 Painted Access Parking Space Symbol 1 EA 75 Rock Wall 132 FF 76 Seat Boulder 5 EA 77 Boulder -Mounted Bench - Accessible 1 EA 78 Bike rack 1 EA 79 Trash receptacles 1 EA 80 Type 1 Removable Bollard 2 EA 81 Habitat Logs w/ Root Wads 24 EA 82 Stumps with Root Wads 5 EA 83 Habitat Log 12 EA 84 Habitat Snag 5 EA 85 Stone Pavers (Flagstone Paving - Gathering area) 149 SF 86 6" Streambed Cobbles (for cobbles/cobble spit) 23 TON 87 Streambed Boulders (1/2 Man -3 Man) 65 TON 88 Drain Rock 52 TON 89 Goose Excluder 1 LS 90 Kiosk 1 EA 91 Scrambling Path -3' wide (lump sum) 1 LS 92 Fire Pit 1 LS 93 Crushed Surfacing 5177 SF STORM DRAINAGE 94 Slotted Underdrain Pipe - 6" PVC 35 LF 95 Corrugated Polyethylene Storm Sewer Pipe 12" Dia. 46 LF 96 Corrugated Polyethylene Storm Sewer Pipe 8" Dia. 220 LF 97 Solid Catch Basin Lid 1 EA 98 Beehive Grate 1 EA 99 Type I Catch Basin 1 EA 100 Connection to Existing Drainage Structure 2 EA 101 Gravel Backfill for Drain 5 CY 102 Sewer Cleanout 2 EA 103 Bio -retention Soil Mixture 30 CY 104 Curb Scupper 2 EA SUB TOTAL SALES TAX (0.095) TOTAL 0 W 0 O 47