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09/18/2012 04B Hines Addition Phase 1; Final Contract Payment; Artisan, Inc.; Project HG2312 .A - q� 3 �� } � tiiy � BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. f e For Meeting of: September 18, 2012 ITEM TITLE: Final Contract Payment for Artisan Inc. - Hines Addition Phase 1 (Standard Motion V -B- Accept the project and approve final payment) SUBMITTED BY: Doug Mayo - City Engineer CONTACT Brett Sheffield - Chief Engineer - 509 - 576 -6797 PERSON /TELEPHONE: SUMMARY EXPLANATION: This project (City Project No.: HG2312) constructed new residential streets, curb, gutter, concrete sidewalk, storm drainage improvements, and street lighting. It also furnished and installed a sanitary sewer main. Funding for this project came from the federal Community Development Block Grant (CDBG). 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. Project Engineer: Brett Sheffield Contractor: Artisan Inc. Contract Award: 9/7/2011 Contract Cost: $202,149.02 Amt. This Payment: $ -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance Other (specify) Contract: Mail to: Contract Term: Amount: Expiration Date: Insurance Required? No Funding Phone: Source: APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: Accept the project and approve final estimate. BOARDICOMMISSION RECOMMENDATION: ATTACHMENTS: Click to download ❑ Agenda Final City of Yakima PROJECT TITLE Hines Addition Phase 1 City Engineering Division 129 N 2nd Street City Project No. HG2312 Yakima, WA 98901 TO' Artisan, Inc. AGENDA FINAL `tr ,1s;7— , 41, , 7 -:` ': a !`` k'- Tot31'_. ! v r e : Sw,�" "�' ' E >''=' - r;x u" •.a _3 ➢ . >;, °� . tom . ;: a�tt:�'+ _ . � f�^ ";- '.;,°�'_ 3ry ...�.�:..�a - >. r.s,,� . - ,�.: R;12%.90;#1,# `k,K � % �� rr ;�of��a�'s, �.r.'er Amount.x= m. _,f: >, g- t 'Bid „' llie'x1,N ct To Date it: -A-. i a _ < "' �.Ite „ 9� ; . i� �.:;,�. .K� ` �:�..."�r'�;a<n,. .s ::e.;r;� - -.`a"�` � .k4•', � =� ' •<a3�- <.. - 4 . 'Yz": ". . 'eig. - ma to }� d `.." .,., a. ' r: �5f ��� .,",. : -TH . ? F -c:r -� -:"ti ;�: �g� 4 yrte;'� � '� ,.:.�, -.,.. a�7 x se�' _ ^ . i . , K°.: �.,:. _ „�,, V �. �. ' ;': -a a t �, ..r -z S:r. ,w:L .. ` 'f =ar; ei ., 3' �.u, ," .�, . = "a° ..na:, r y: ', - ' s ,- . -: ` -as "_ nit- uan4 - = Rr iceR'n: �� Arnourit,.r� ` �' ,.�;Quanti �r "�LL;-�:.. �5..Cont� act,._., _ - t::�;�;�;a � , , N _.. Noy. ,�r�` "; s.:, , . -�.�•: k i,", o�; Des�iption ,�= ':.- �;'�:- .._.'�st'a.� .Q - __ tY�..�.,�,�.., ,.Y<��r� „_. -... .. - ,r�.. b,...�.. __.. _tfC..._.._ ....,._ - ..._.._.- .�,_'a.. . --..r. .N, -R 1 Mobilization _ LS 1 $ 7,000.00 $ 7,000.00 1 100% $ 7,000.00 2 Project Temporary Traffic Control LS 1 $ 1,500.00 $ 1,500.00 1 100% $ 1,500.00 3 Clearing and Grubbing LS 1 $ 13,400.00 $ 13,400.00 1 100% $ 13,400.00 4 SPCC Plan LS 1 $ 2,500.00 $ 2,500.00 1 100% $ 2,500.00 5 Unclassified Excavation Including Haul CY 625 $ 15.36 $ 9,600.00 645.37 103% $ 9,912.88 6 Drainage Swale LF 270 $ 21 11 $ 5,699.70 250 93% $ 5,277.50 7 Crushed Surfacing Base Course TON 720 $ 16.83 $ 12,117.60 1083.53 150% $ 18,235.81 8 Crushed Surfacing Top Course TON 160 $ 19.88 $ 3,180.80 0 0% $ - 9 HMA Cl. 1/2” PG 64 -28 TON 280 $ 91.07 $ 25,499.60 296.08 106% $ 26,964.01 10 Cement Conc. Traffic Curb and Gutter LF 580 $ 11.03 $ 6,397 40 350 60% $ 3,860.50 11 Mountable Cement Conc. Traffic Curb & Gutter LF 360 $ 11 11 $ 3,999.60 457 127% $ 5,077.27 12 Cement Concrete Sidewalk, 6 -inch Depth SY 155 $ 35.65 $ 5,525.75 235.38 152% $ 8,391.30 13 Cement.Concrete Sidewalk 4 -inch Depth SY 275 $ 25.45 $ 6,998.75 191.97 70% $ 4,885.64 14 Cement Concrete Sidewalk Ramp EA 3 $ 500.00 $ 1,500.00 3 100% $ 1,500.00 15 Select Backfill, as Directed CY 50 $ 22.40 $ 1,120.00 0 0% $ - 16 Schedule A Storm Sewer Pipe 12 In. Diem. LF 30 $ 66.67 $ 2,000.10 25 83% $ 1,666.75 17 12 -inch Underdrain Pipe infiltration Trench Syst. LF 80 $ 56.91 $ 4,552.80 80 100% $ 4,552.80 18 Catch Basin Type 1 EA 2 $ 1,075.00 $ 2,150.00 2 100% $ 2,150.00 19 Pretreatment Manhole 48 in. Diam. EA ' 1 $ 6,897.00 $ 6,897.00 1 100% $ 6,897.00 20 Illumination System, Complete LS 1 $ 25,000.00 $ 25,000.00 1 100% $ 25,000.00 21 Permanent Signing LS 1 $ 2,500.00 $ 2,500.00 1 100% $ 2,500.00 22 Adjust Valve Box EA 8 $ 140.00 $ 1,120.00 6 75% $ 840.00 23 Minor Changes FA EST $ 10,000.00 $ 10,000.00 1233.03 12% $ 1,233.03 Schedule A Bid Total $ 160,259.10 $ 153,344.48 24 8 -inch Sanitary Sewer Pipe, in Place LF 640 $. 25.91 $ 16,582.40 672 105% $ 17,411.52 25 4 -inch Sanitary Side Sewer, in Place LF 210 $ 26.50 $ 5,565.00 312 149% $ 8,268.00 26 Manhole 48 in. Diam. Type 1 EA 2 $ 1,878.50 $ 3,757.00 2 100% $ 3,757.00 27 Connection to Drainage Structure EA 1 $ 1,000.00 $ 1,000.00 1 100% $ 1,000.00 28 Select Backfill, as Directed CY 100 $ 22.40 $ 2,240.00 237 73 238% $ 5,325.15 otaiiii3:::' 4 :':'„ 1 :::, - e.PAM,::03:', 1,-.4,-,--.aff ,:n1:„1 ,7,, Gejd 4 0.::,Bjekcootract: k1:441 '' q;:•:.q! '''' ,5'..'?4::=i1,°4','Clif: .e.- ;',:.;: : No t Witie4.00. U aLiiriiiii, : Oricit4ti Am ount '',---'":= 6-tt _ :: r.1 29 Shoring or Extra Excavation ,_. LF 850 $ 3.00 $ 2,550.00 984 116% $ 2,952.00 30 Minor Changes FA EST $ 5,000.00 $ 5.000.00 6392.16 128% $ 6,392.16 Schedule B Bid Subtotal $ 36,694.40 $ 45,105.83 State Sales Tax 8.2% $ 3,008.94 $ 3,698.68 Schedule B Total $ 39,703.34 $ 48,804.51 Total Schedule A and Schedule B $ 199,962.44 , 101% $ 202,148.99 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. CITY ENGINEER /s/ Doug Mayo