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Home My WebLink About02/04/2020 06E Garfield Elementary Safety Improvements Project Completion and Contract Acceptance - Moreno & Nelson Construction a\'4\lyy bxk ik 1 1-:41 PPPPPP+Pd s' lii it tYlltYlA.\ta. BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 6.E. For Meeting of: February 4, 2020 ITEM TITLE: Project Completion and Contract Acceptance for Moreno & Nelson Construction - Project 2413 Garfield Elementary Safety Improvements SUBMITTED BY: Scott Schafer- Director of Public Works Bob Desgrosellier-Acting Chief Engineer- 509-575-6228 SUMMARY EXPLANATION: City Project 2413 provided for the construction of sidewalks, curb and gutter, storm drainage, crosswalks and ADA ramps at N. 6th Avenue and Campbell Lane between Fairbanks Avenue and Willow Street by Garfield Elementary School, and other related work as part of a Safe Routes To School project. Final inspection for this project was made and the recommendation is that the project be accepted. A final payment of$11,243.30 (5% retainage) is due from the City to Moreno & Nelson Construction for the completion of the Garfield Elementary Safety Improvements Project. Project Manager: Bob Desgrosellier Contractor: Moreno & Nelson Construction Contract Awarded: 12/18/2018 Contract Cost: $224,866.08 Retainage Due: $11,243.30 The total contract cost is for construction only and does not include engineering and other costs. City Council action is required to accept the project and approve the final construction costs. ITEM BUDGETED: Yes STRATEGIC PRIORITY: Public Safety APPROVED FOR SUBMITTAL BY THE CITY MANAGER RECOMMENDATION: Accept Project 2 ATTACHMENTS: Description Upload Date Type D Final 111612020 a‘or Memo D Map 11162020 Cover Memo City of Yakima PROJECT TITLE Garfield Elementary Safety Improvements City Engineering Division 129 N 2nd Street City Project No.: 2413 Yakima,WA 98901 TO: Nelson Construction,Corp. Progress Estimate No.: FINAL Date January 16,2020 ''....Total Item 1 1 Unit Bid Contract To Date 1 %of Amount Previous Previous Quantity 1 Amount '..... No. _ Descrlptfm OTT! UNIT Price'..... Amount Quantity _ Contract '..... Quantity Payments '..... t[ls Period'...,_ Due '..... SCHEDULE A 1 SPCC Plan 1 LS $20,000.00 $ 20,000.00 1 100% $ 20,000.00 1 $ 20,000.00 0 $ 2 Mobilization 1 LS $50.00 $ 50.00 1 100% $ 50.00 1 $ 50.00 0 $ - 3 Project Temporary Traffic Control 1 LS $6,800.00 $ 6,800.00 1 100% $ 6,800.00 1 $ 6,800.00 0.00 $ - 4 Clearing and Grubbing 1 LS $5,000.00 $ 5,000.00 1 100% $ 5,000.00 1 $ 5,000.00 0 $ - 5 Removal of Cement Conc.Sidewalk 45 SY $62.00 $ 2,790.00 108 240% $ 6,696.00 108 $ 6,696.00 0 $ - 6 Removal of Cement Conc.Curb 270 LF $30.00 $ 8,100.00 410 152% $ 12,300.00 410 $ 12,300.00 0 $ - 7 Sawcut 500 LF $4.00 $ 2,000.00 960 192% $ 3,840.00 960 $ 3,840.00 0 $ - 8 Roadway Excavation Incl.Haul 40 CY $56.00 $ 2,240.00 10 25% $ 560.00 10 $ 560.00 0 $ - 9 Structure Excavation Class B Incl.Haul 28 CY $80.00 $ 2,240.00 28 100% $ 2,240.00 28 $ 2,240.00 0 $ - 10 Crushed Surfacing Base Course 57 TON $62.00 $ 3,534.00 0 0% $ - 0 $ - 0 $ - 11 HMA CL 1/2"PG 64-28 43 TON $208.00 $ 8,944.00 40.02 93% $ 8,324.16 40.02 $ 8,324.16 0.00 $ - 12 Schedule A Storm Sewer Pipe, 12 in.diam. 74 LF $95.00 $ 7,030.00 74 100% $ 7,030.00 74 $ 7,030.00 0 $ - 13 Infiltration Trench 1 LS $7,500.00 $ 7,500.00 1.5 150% $ 11,250.00 1.5 $ 11,250.00 0.0 $ - 14 Catch Basin Type 1 4 EA $2,000.00 $ 8,000.00 4 100% $ 8,000.00 4 $ 8,000.00 0 $ - 15 Catch Basin Type 2-48 inch 1 EA $3,000.00 $ 3,000.00 2 200% $ 6,000.00 2 $ 6,000.00 0 $ - 16 Crushed Surfacing Top Course(for Trench Backfill) 30 TON $62.00 $ 1,860.00 29.61 99% $ 1,835.82 29.61 $ 1,835.82 0.00 $ - 17 Cement Conc.Traffic Curb and Gutter 725 LF $40.00 $ 29,000.00 860 119% $ 34,400.00 860 $ 34,400.00 0 $ - 18 Remove&Reset Chain Link Fence,4 Foot 290 LF $37.00 $ 10,730.00 364 126% $ 13,468.00 364 $ 13,468.00 0 $ - 19 Cement Concrete Sidewalk-4 inch thick 365 SY $47.00 $ 17,155.00 333.3 91% $ 15,665.10 333.3 $ 15,665.10 0.0 $ - 20 Cement Concrete Sidewalk-6 inch thick 211 SY $72.00 $ 15,192.00 294.5 140% $ 21,204.00 294.5 $ 21,204.00 0.0 $ - 21 Cement Conc.Curb Ramp Type Perpendicular A 6 EA $1,700.00 $ 10,200.00 6 100% $ 10,200.00 6 $ 10,200.00 0 $ - 22 Cement Conc.Curb Ramp Type Single Direction 14 EA $1,700.00 $ 23,800.00 14 100% $ 23,800.00 14 $ 23,800.00 0 $ - 23 Permanent Signing 1 LS $2,275.00 $ 2,275.00 1 100% $ 2,275.00 1 $ 2,275.00 0 $ - 24 Detectable Warning Surface 16 SF $43.00 $ 688.00 16 100% $ 688.00 16 $ 688.00 0 $ - 25 Mailbox Support,Type 1 2 EA $315.00 $ 630.00 0 0% $ - 0 $ - 0 $ - 26 Painted Crosswalk Line 800 SF $3.75 $ 3,000.00 864 108% $ 3,240.00 864 $ 3,240.00 0 $ - 27 Repair or Replacement EST DOL $5,000.00 $5,000.00 0 0% $ - 0 $ - 0 $ - Item Unit Bid Contract To Date %of Amount Previous Previous Quantity Amount '.., No. Description QTY UNIT Price'.., Amount Quantity Contract '.., Quantity Payments '.... this period'.... Due '..,. TOTAL $ 206,758.00 109% $ 224,866.08 $224,866.08 SUB TOTAL $224,866.08 5%RETAINAGE DUE $11,243.30 AMOUNT NOW DUE $213,622.78 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. CITY ENGINEER /s/Bob Desgrosellier r(•.:.'>n'•.1t5-dv:-l.:...w.WJ.t u• t:....::?a,: aa:r"arz~,w'a' u a': w:....n, wS+5'K• M+' • ...G.....' : i ..xxx fx.... . . a> «_,t.;�;'+.:, : gM n g. -AOR...v Mak- _:._mq,;...y _ s.....S+.ty':.'�. :, fice.' µ: �f ,w� . )1fT: " ;,.i..y_t - •" ¢�' ma •' aW l...... e . ,. . : . : . : • .. . . . ; ....•bM : ,. S K,4: ••• •: Y.: , . . . a tt : ;;; PNDSS5tliAn t S ; . 0 w. �i aw 4. to 5 ei* i , , .. . "CV :' ;, } • ' . . • • II • . :, ,.r.: � 7o ' tSi .: ' 4' : u'i TYAi • r 4: . 4. - ... . mv's • . ._. . ... x• mm.... "' ..r . : ?p • _ M : '. ` '� , .;}asv.: g'i n 4 r r ' giS• . . .; loik SE � .n�yy A S. < . y�.3 f " m • 44. . .RA .., om. .. . :,.' k•K^ ..Y: : I} +� _ p . . .m,••::. ..Ai " 12 0. 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