Loading...
HomeMy WebLinkAbout09/07/2010 14C "J" Street LID Demonstration - Final Contract Payment, City Project No. SW2291 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON • AGENDA STATEMENT Item No.. ' l Lf ._ C_ For Meeting Of 9/7/10 ITEM TITLE: Final Contract Payment for J St. LID Demonstration City Project No.: SW2291 (Standard Motion V -B — Accept the project and approve the final payment) SUBMITTED BY: Scott Schafer — Waterwater Manager Randy Meloy - Stormwater Engineer CONTACT PERSON/TELEPHONE: Randy Meloy — Stormwater Engineer 509 - 576 -6606 SUMMARY EXPLANATION: This demonstration project was done to evaluate the effectiveness of various roadway surfaces and soil compost mixtures in treating stormwater runoff. The work made improvements to 'J' Street by resurfacing the eastbound lane with new hot mix asphalt, replacing the westbound lane with permeable asphalt pavement, permeable concrete pavement, and permeable pavers, installing a drainage system, constructing a compost amended roadside ditch with varying levels of compost and other work. Cost overruns were due primarily to grade changes that increased 40 the amount of surfacing materials and asphalt concrete pavement required for the project. The City and County, together, received a $130,000 grant from the Department of Ecology for this project. Additional funding required for the project will be evenly distributed between the City of Yakima Stormwater Capital Fund and Yakima County. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction costs. Contractor: RP & E Construction, Inc. Contract Award: 3/9/2010 Contract Cost: $179,063.13 Final Contract Cost: $227,920.77 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance X Other (Specify) Final Contract Payment Contract _ Mail to (name and address): Funding Source St: ”water Fund APPROVED FOR SUBMITTAL: . City Manager J III STAFF RECOMMENDATION: Accept the project and approve final estimate. COUNCIL ACTION: 0 • 110. City of Yakima PROJECT TITLE J St., Low Impact Development Project City Engineering Division 129 N 2nd Street City Project No.: SW2291 . • Yakima, WA 98901 • TO: RP & E Construction, Inc. Progress Estimate No.: AGENDA FINAL • • Date: • August 16, 2010 - - t . --, a , , "'s ,7t � - , t=. , :. '' ._,. '# - : G✓'6 -s 3x - i;-x r . x .:. ..- 7 :ro - >d ,� -, , r�" �-^° ,» ... ;'S°� �� ., :. a-; .� . � � >. e_ �$ 11�: �7�� � u�-wi. �,,.�' ! .i l�" t,�. �Y (.t Et �t ` � . ��� _ x � x. „ .,. _..: ". ,,� � ..• mar: 2.. -. .........' '� ; ' . � � --- �z.. �,11 _" ' P ..: i - � _ ;� , 7:� � � i1U i ` - �a�t �':° �� D � 'i��'`��, sa�r�„ _ 4 � � - r � ,4?a: r -._ a s *� - , _ y 1 Mobilization LS 1 $12,410.00 $ 12,410.00 1 100% $ 12,410.00 100% $ 12,410.00 0% $ - . 2 SPCC Plan LS 1 $425.00 $ 425.00 1 . 100% $ 425.00 100% $ 425.00 0% $ - 3 Clearing and Grubbing LS 1 $2,718.00 $ 2,718.00 1 100% $ 2,718.00 100% $ 2,718.00 0% $ - 4. Roadway Excavation Including Haul CY 754 $9.77 , $ 7,366.58 754 100% $ 7,366.58 100% $ 7,366.58 0% ' $ - 5 Catch Basin Type 1L EA 3 $931.00 $ 2,793.00 3 100% $ 2,793.00 • 100% $ 2,793.00 0% $ - 6 Solid Metal Cover For Catch Basin Type 1L EA 3 $256.00 $ 768.00 3 , 100% $ 768.00 100% $ 768.00 0% $ - 7 Sampling Catch Basin EA 6 $865.00 $ 5,190.00 6 100% $ 5,190.00 100% ' $ 5,190.00 0% $ - 8 Circular Frame and Cover EA 6 $227.00 $ 1,362.00 6 . 100% $ 1,362.00 100% $ 1,362.00 0% $ - 9 4" Perforated CP underdrain'pipe LF 1,075 $5.12 . $ 5,504.00 1050 98% $ 5,376.00 98% $ 5,376.00 . 0% $ - 10 12" Perforated CP underdrain pipe LF 43 $49.00 _ $ 2,107.00 '44 102% $ .2,156.00 102% $ 2,156.00 0% $ - 11 24" Perforatred CP underdrain pipe LF 40 $80.00 $ 3,200.00 40 100% $ 3,200.00 100% $ 3,200.00 0% $ - 12 6" CP Storm Sewer Pipe LF 120 $23.00 $ 2,760.00 121 101% $ 2,783.00 101% $ 2,783.00 0% $ • - 13 12" CP Storm Sewer Pipe LF 217 $26.00 $ 5,642.00 217 100% $ 5,642.00 100% $ 5,642.00 0% $ - 14 Infiltration Trench Cleanout EA 2 $397.00 $ 794.00 2 100% $ 794.00 100% $ 794.00 0% $ - 15 Drain Rock CY 55 $18.50 $ 1,017.50 55.44 101% $ 1,025.64 101% $ 1,025.64 0% $ - 16 Crushed Surfacing Top Course TON 11 $82.00 $ 902.00 95.39 867% . $ 7,821.98 • 867% $ 7,821.98 0% $ - 17 Crushed Surfacing Base Course TON 206 $22.93 $ 4,723.58 . 293.72 143% $ 6,735.00 143% $ 6,735.00 0% . $ . 18 ASTM C -33 Sand CY 167 $48.00 $ 8,016.00 215.73 129% - -$ 10,355.04 129% $ .10,355.04 ' 0% $ - , 19 " 1 1/2" - 2 1/2" Washed, Crushed Stone CY 53 $52.52 $ 2,783.56 . 65 123% $ 3,413.80 '123% $ 3,413.80 0% $ 20 2 1/2" - 3 1/2" Subbase Course Aggregate , CY 112 $56:00 $ 6,272.00 172.5 154% $ 9,660.00 154% $ 9,660.00 ' 0% $ - 21 Base Course Aggregate CY 26 $47.00 $ 1,222.00 0 0% $ - 0% $ - 0% $ ' 22 Bedding Course Aggregate CY 21 $51.00 $ 1,071.00 24.85 118% $ 1,267.35 118% $ 1,267.35 0% $ • - 23 Porous Concrete Pavement • SF 3,000 $2.38 $ . 7,140.00 3000 100% $ 7,140.00 100% $ 7,140.00 0% $ ' - 24 Planing Bituminous Pavement SY 1,160 $6.70 $ 7,772.00 _ 1289 111% $ 8,636.30 1'11% $ 8;636.30 0% $ - • 25 HMACI.1 /2 "PG64 -28 TON 177 $124.00 $ 21,948.00 251.61 142% $ 31,199.64 142% $ 31,199.64 ' 0% $ - - 26 Porous Asphalt Pavement SF 3,000 $3.78 $ 11,340.00 3000 100% $ 11,340.00 100 %' $ 11,340.00 0% . $ - 27 Topsoil Type C CY 42 $34.00 $ 1,428.00 • 54 129% $ 1,836.00 129% $ 1,836.00 0% $ - • 28 5% Amended Topsoil Type C CY 41 $40.00 . $ 1,640.00 54 132% $ 2,160.00 132% $ . 2,160.00 ' 0% $ - 29 10% Amended Topsoil Type C CY 43 $40.00 $ 1,720.00 54 126% $ 2,160.00 126% $ 2,160.00 0% $ - . r'''.14441 ,. �. ,.n , .... ..._,. .. - .fi ,,. S ^§ ..... .�.. .- i F: .. .. 'ARM � F �' . fi r. � � _ �. y �. . a .. -r § �.�, ��,.. ° � ,, � ��._� . „ , ,,, .,.- ��', f`ar't _�t at° ray .� t � e �u��- >� t' � y ,� °:� ° , „�,, r ., �r .,n «. � "7 .�.� �.- uR ..,. .. aa�y. 4 1;,.'"' �. _o- a: .=.� - „.y..� _�._. - ��3.... .'^ -�,. ��'� � - � � w.�:. ,�_ �^� ,r. � �' '� t- ,.z. p. - y ,. �' . :''' -. - .a , 3 j't " �.s. x _- : -='_', - ':` t ! 3':i - `.. e b -y f , . w t. F.Y?y �- '9nt a ._ .�, < "� �.... B - °,� w, °, ��° IT .. ' p � ., i t� l`�� 7`�``� �` u _ �` _ { a� ��i ei: �'�s��. 30 Cement Concrete Traffic Curb and Gutter LF 600 $13.00 $ 7,800.00 600 100% $ 7,800.00 100% $ 7,800.00 0% $ - 31 . Paint Line LF 648 $0.79 $ 511.92 650 100% $ 513.50 100% $ 513.50 0% $ - 32 Project Temporary Traffic Control LS 1 $2,720.00 $ 2,720.00 1 100% $ 2,720.00 100% $ 2,720.00 0% $ - 33 Construction Signs Class A SF 377 $8.00 $ 3,016.00 214.5 57% $ 1,716.00 57% $ 1,716.00 0% $ - 34 Permeable Paver SF 3,000 $6.68 $ 20,040.00 3040 101% $ 20,307.20 101% $ 20,307.20 0% $ - 35 Structure Excavation Class B Incl. Haul CY 263 $1.00 $ 263.00 263 100% $ 263.00 100% $ 263.00 0% $ - 36 Shoring or Extra Excavation Class B SF 1,309 $0.28 $ 366.52 1309 100% $ 366.52 100% $ 366.52 0% $ - 37 Gravel Backfill for Drain CY 16 $19.00 $ 304.00 73.33 458% $ 1,393.27 458% $ 1,393.27 0% $ - 38 Adjust Manhole EA 1 $450.00 $ 450.00 0 0% $ - 0% $ - ' 0% $ - 39 Adjust Valve Box EA 4 $250.00 $ 1,000.00 4 100% $ 1,000.00 100% $ 1,000.00 0% $ - 40 Adjust Cleanout EA 1 $250.00 $ 250.00 0 0% $ - 0% $ - 0% $ - 41 Roadside Cleanup FA 1 $5,000.00 $ 5,000.00 17056 341% $ 17,056.00 341% $ 17,056.00 0% $ - 42 16 Mil Impermeable Liner SY 1,930 $2.35 $ 4,535.50 2013 104% $ 4,730.55 104% $ 4,730.55 0% $ - 43 Construction Geotextile /Underground Drainage SY 189 $0.35 $ 66.15 200 106% $ 70.00 106% $ 70.00 0% $ - 44 Construction Geotextile /Separation SY 1,290 $0.52 $ 670.80 1630 126% $ 847.60 126% $ 847.60 48% $ - PROJECT TOTAL $ 179,029.11 121% $ 216,517.97 0% $0.00 CHANGE ORDER NO. 1 CSTC 200 at $39.80 TON 200 $39.80 $ 7,960.00 186 93% $ 7,402.80 93% $ 7,402.80 0% $ - Remove and Replace Bus Shelter LS 1 $4,000.00 $ 4,000.00 1 100% $ 4,000.00 100% $ 4,000.00 0% $ - PROJECT TOTAL $ 190,989.11 119% $ 227,920.77 0% $0.00 el IP