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HomeMy WebLinkAbout12/03/2013 06C Nob Hill Blvd 49th to 64th Ave; Final Payment; Granite Construction, Inc.BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. For Meeting of: 12/3/2013 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ITEM TITLE: SUBMITTED BY: SUMMARY EXPLANATION: Final Contract Payment for Granite Construction, Inc. - Project AS2272 Nob Hill Blvd 49th - 64th Ave. (Standard Motion V -B — Accept the project and approve the final payment). Brett Sheffield - Project Manager - 509-576-6797 Debbie Cook - Director of Utilities and Engineering This project provided improvements for Nob Hill Boulevard from 49th Avenue to 64th Avenue and involved street widening, the removal and replacement of cement concrete curb, gutter and sidewalk, commercial and residential approaches, storm drainage improvements and street lights. 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 Manager: Brett Sheffield Contractor: Granite Construction, Inc. Contract Award: 6/29/12 Contract Cost: $2,070,767.51 Retainage Due: $103,538.39 The above total contract cost is for construction only and does not include engineering and other costs. Resolution: Other (Specify): Final Contract Payment Contract: Contract Term: Start Date: End Date: Item Budgeted: Amount: Ordinance: Funding Source/Fiscal Impact: Strategic Priority: Insurance Required? No Mail to: Phone: APPROVED FOR SUBMITTAL: RECOMMENDATION: Arterial Street City Manager Accept the project and approve final estimate. ATTACHMENTS: Description ❑ Final Upload Date 11/22/2013 Type Dover Memo City of Yakima' City Engineering Divis 129 tc 222nd Street Yakima, WA 98901 Granite Construction, Ino SPCC Pian RrosonWater Pollution Control !Minor Change I 4 Mobilization 5 ITra PROJECT TITLE: Nob H 0 Rot levard - 49th Ayerue o 43 Avenue Cary Project No 2272 Progress Estimate No. AGENDA Date: December 3, 2013 1 LS 1 1 52,000.00; 5 2,000,00 2,000 00 j 1 $ 2 000 00 0 FA s EST 1 $10,000 00, 5 10,000 00 3,840 73 1 FA EST ( $15,900,00, $ 000.00 [ 77297.29 KS and Spotters 7 .Other Temporary Traffic Co roi Labor !Construction Signs Class A g !Other € m rary Traffic Contr.. 3 ` 1 11 !Removal of Structure and Obstruction earwig and Gw 81,'40.0O£ S 181,140 00 I 38% 840.7 516,; 297.29 ; 3 100% 181,140 00 I $ 181,14x7-00 '. 25,00=0,00 00%r ! $ 25,000.0 ; i $ 25,000 00 , v 5330.001 5 00,00.00 ! 244 8 5 7,320.00 1 244 € 5 7,320 00 _ 0 $36-0''1 $ 18.00300 1 126.5 f 25._, i $ 4,554.00 1 1286 w 4,354.00 8 $15,501 w 4,712 00 320 I 105% 4:4u0.00 320 4,960 0 u 1 $6,650,00; $ 6;850.00 1 1 1003X i 5 6,850-- °�l 0.31 2 1.380 ; 103 $ 1c. 00.. u3 6,850-0; 1 0 15.000_00 I 0 1 /Saw Cut 13 !Roadway Excavation inu- Haul 4 !Structure Excavation Class 6, Inc!. Haul shed Surfacing Base Course urfacing Top Cou se s bast Treated Base I 1 Cath Basin Type 1 $800.001 $ 18.400.00 8960.00L 2 90.00 ; 3 100% 5 2,880 ,00 ; Y 2,880.00 ; 0 $1,365.001 $ 35.490.03 26 Basin Tv 2 48 In. Dam Pretreatment s=ale 48 In. Dam xaavat an Cass B 36 'Adjust Manhole 37 'Adjust Catch Basin 38 Cin rats Safi =P 39 !irrigation Cross ng ,500-0 4,600.6 100% 100; 35.490.00 7,600.0 35,490 7.600 00 I 9 $x.501 $ 4,875 00 I 180 I EA t 36 1 S 99.600-00 2`-. 80-00 130 80.00 11,400 00 19 5 11,400 00 2,400 00 I 2 50 1,200 00. $230.00 5 6746.00 i 38 100% $ 6,740-00 327,500.001 $ 27,500.00 ' 1 100% 27,500.00 1 Crushee Surfacing Top Cour 42 Mev#n9 Existing Hydrant 4 twist fetor Box 2 0 $ 1,200,00 0 _ $ 8.740.00 € 0 1 27,500-00 1 50 u 6,600 00 254.91 4 e 4,206 02 254.01 8 4:206.0- 0 01 3 2,V5 j 62007 4,78% 10,851 23 620.07 0 tara' Sewer Pipe 1.7 M. Diem 45 PVG sabita!Y Seer Pipe 6 t an 40 .ESC Lead $2.000.003 5 2,0300.00 1 0 52,500-003 $ 2,500 00 1 0 545.001 $ 2,700.00 j 70 i 117% 1 $ $100 00 47 ,Seeding, Fertilizing and M 1 48 'Topsoil Type A 70 00 26 I 3'=s e 70 18 3,150.00 ; u 2 600.00 1 28 7800-00 10 3 )AY I 21 $150 00 $ 3,1 0 03 ' 44 210:8 € 5 6,600.00 ; 44 6,800 00 t AC 1 3.3 € 8,6-40 3 54_29 '1 -.c 54. 29 a.3 s 54.2 2,000 eement Conc. T'af c Curb and Gutter LF 1 9,000 63, 000.00 104 5% 104 5 3,276 00 i 0 I 8.644 6 v $ 70,880.80 1 8.644 $ 70,880 80 1 0 u 3 01 $ ®,453 32 I 405,44 135% 3 3 12,802,41 i 406-44 5 112,802.41 1 `00 6 ; 54_ Cr 0: $ 28,800 00 1 5 1 63r� , $ 24,000,00 5 24,000 0 i 0 1 $007 I$ v 1 100% 600 03 i 3600 00 0 320 820 701 $ 110,124 00 I 5,157 5 97�; v 1 6 .25 f 5,157,5 5 104,•64-25 1 0 21 I $eon 001 $ 12,600 00 ; 16 1 76% 3 5 600 00 I 16 1 $ 9,600-00 ; 0 3 5`6-00;1 $ 780-00 06 320 _... _, e 2,_96 60 1 � $ 2,496_00 0 2 1 5500 0 00.001 € 5 ,a S 0,0 S Sg0.u0I 0 $ 0 �0s, � Sv 3,000 00 100 $260,000_00 8 2660,000.0. ] 1 0 u $ 260,602 6 1 $ 2 intit,uC.Oi; t`a Residential Driveway Approach } 1 €vewaa= Approach 'Monument Case and Cover 53 'Cement Conc. Sidewalk ;Ce -int Conic. Sidewalk Ramp 55 Cement Conc, C 1 56 Mailbox Support Ty Central Mailbox unit 0it Cap ummator System Complete 60 Additional Conduit i2-2" Permanent Signing 62 -Pave neat arkings 63 Sea to tai BIo 17 5,429 `=,00iu I w 116,260 5.420 I $ 16,260.0; 61 03 $ 5,500.0 S 510 50 00 5 10,250-00 ' 1 1 r' $ x.250.00 e SF 500 405% 5 50,600 00 2.024 5 5'0,600.00 ? 0 t4 Paving Fabric SY 6,0=00 - 51,75: $ 10,5=00.00 5,980 . 100% $ 10,465,00 5,980 5 10,465.00 0 65 Conttrolied Density Fail CY 40 31 ,00, $ 4000 00 204,5 511% $ 20,450,00 204.4 3 20,450.00-' 0 66 4=Inc.`$ D a,m PVC Irrigati=on Sl 've, I„ Place LF 240 = 515.00 $ 3,600 30 240 1 10,0 5 3,800 000 ; 240 1 5 3,600 00 0 tereby cer fy that the €oregoin CITY ENGINEER \s\. Debbie Cook