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Home My WebLink About6.i. Payment 3 Final – Brazil Avenue Improvements, City Project 442►D IN&C.)SEMOLINT EXECUTIVE SUMMARY CITY COUNCIL City Council Meeting: February 5, 2013 AGENDA ITEM: Payment #3 & Final — Brazil Avenue AGENDA SECTION: Improvements, City Project 442 Consent PREPARED BY: Andrew J. Brotzler, PE, Director of lic AGENDA NO. Works / City Engineer ATTACHMENTS: Payment Voucher, Map APPROVED BY: RECOMMENDED ACTION: Motion to Approve Payment #3 and Final for the Brazil Avenue Improvements, City Project 442, to Northwest Asphalt, Inc. and Accepting it for Perpetual Maintenance. BACKGROUND: This item is on the agenda to request Payment #3 and Final to Northwest Asphalt, Inc. for the Brazil Avenue Improvements, City Project 442. The final construction amount of $515,080.15 is 22.2% below the contract amount of $662,094.30. The reduction in cost was a result of in- the -field changes requiring less excavation and paving deductions. SUMMARY: Staff recommends that Council approve Payment #3 and final for the project and accept the project for perpetual maintenance subject to the following conditions. 1. Satisfactorily showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax. 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured. 3. Consent of Surety to Final Payment certification from the contractor's surety. 4. Two -year maintenance bond. G: \ENGPR0J \442 \20130205 CC Payment 3 &Final.docx A WSB & Associates, Inc. engineering* planning environmental• construction January 17, 2013 Mr. Tyler Enright Northwest Asphalt, Inc. 1451 Stagecoach Road Shakopee, MN 55379 Re: Construction Pay Voucher No. 3 (Final) Brazil Avenue Improvements City of Rosemount Project No. 442 WSB Project No. 1916 -65 Dear Mr. Enright: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 4800 Fax: 763 - 541 -1700 Please find enclosed Construction Pay Voucher No. 3 and final (in triplicate) for the above - referenced project for your review and signature. Please sign all three originals and return to the City of Rosemount for processing. Please note that the original signed vouchers must be accompanied by the following documents when submitting for final payment. 1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC 134 forms). 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers). 3. Consent of Surety to Final Payment certification from the contractor's surety. 4. Two -year Maintenance Bond (warranty start date to coincide with the date Council approves final payment). If you have any questions or concerns, please contact me at 651- 322 -2015. Thank you for your prompt attention to this matter. Sincerely, WSB & Associates, Inc. Qam� Phil Olson, PE Project Engineer Enclosures cc: Andy Brotzler, City of Rosemount Jean Harrington, City of Rosemount srb St. Cloud • Minneapolis • St. Paul Equal Opportunity Employer wsbeng.com C:\Uwm \jmhWppD,taUI ,M1i,r ft \Winduws\Temp,mivInternet Files \ConteuLOutlwk \KCEOC7,6UW42 LTRV03 FNL CTR- tenright -011713. AL WSB Owner: City of Rosemount 2875 145th Street West Rosemount, MN 55068 -4941 For Period: 10/1/2012 to 12/31/2012 Contractor: Northwest Asphalt, Inc. 1451 Stagecoach Rd. Shakopee, MN 55379 Pay Voucher RSMT - Brazil Avenue Improvements Client Contract No.: Project No.: 01916 -65 Client Project No.: 442 Date: 12/31/2012 Request No.: 3 & FINAL Project Summary 1 Original Contract Amount $662,094.30 2 Contract Changes - Addition $0.00 3 Contract Changes - Deduction $0.00 4 Revised Contract Amount $662,094.30 5 JValue Completed to Date $515,080.15 6 Material on Hand $0.00 7 Amount Earned $515,080.15 8 Less Retainage $0.00 9 Subtotal $515,080.15 10 Less Amount Paid Previously $372,712.16 11 Liquidated Damages $0.00 12 JAMOUNT DUE THIS PAY VOUCHER NO. 3 & FINAL $142,367.99 I HEREBY CERTIFY THAT A FINAL EXAMINATION HAS BEEN MADE OF THE ABOVE NOTED CONTRACT, THAT THE CONTRACT HAS BEEN COMPLETED, THAT THE ENTIRE AMOUNT OF WORK SHOWN IN THE FINAL VOUCHER HAS BEEN PERFORMED AND THE TOTAL VALUE OF THE WORK PERFORMED IN ACCORDANCE WITH, AND PURSUANT TO, THE TERMS OF THE CONTRACT IS AS SHOWN IN THIS FINAL VOUCHER. Recon#nended fW 4gprXal by: Construction Observer W L � 6.0 Approved by Contractor: Norte %��we t phalt, Inc. Specified Contract Completion Date: 12/31/2012 Comment: �I - r 1, 1 � ii �ang' own ii VA Date: Page 1 Project Material Status Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date SCHEDULE A - Brazil Avenue: 145th Street To South End Of Park 1 2021.501 IMOBILIZATION (5% MAXIMUM) LUMP SUM $5,250.00 1 1 0 $5,250.00 2 2104.501 REMOVE CURB AND GUTTER LIN FT $6.00 480 418 0 $2,508.00 3 2104.503 REMOVE CONCRETE WALK SQ FT $0.60 200 95 0 $57.00 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $2.00 2600 3001 0 $6,002.00 5 2104.505 REMOVE CONCRETE VALLEY GUTTER SQ YD $10.00 15 6 0 $60.00 6 2104.509 REMOVE CASTING EACH $15.00 3 3 0 $45.00 7 2104.509 REMOVE SIGN EACH $25.00 5 1 0 $25.00 8 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $6.00 10 0 0 $0.00 9 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $3.00 210 93 0 $279.00 10 2105.501 COMMON EXCAVATION CU YD 1 $20.00 150 0 0 $0.00 11 2211.501 JAGGREGATE BASE CLASS 5 TON $15.00 100 0 0 $0.00 12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.10 325 350 150 $1,085.00 13 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) TON $58.30 550 529.82 250 $30,888.51 14 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C) TON $62.80 370 333 0 $20,912.40 15 2504.602 ADJUST VALVE BOX EACH $250.00 2 3 0 $750.00 16 2506.522 ADJUST FRAME & RING CASTING ( STORM) EACH $450.001 1 1 0 $450.00 17 2506.602 CASTING ASSEMBLY (SANITARY MANHOLE) EACH $600.00 3 3 0 $1,800.00 18 2521.501 4" CONCRETE WALK SQ FT $3.55 200 0 0 $0.00 19 2531.501 CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT $14.85 480 401 188 $5,954.85 20 2531.604 7" CONCRETE VALLEY GUTTER SQ YD $53.75 50 24 0 $1,290.00 21 2531.618 TRUNCATED DOMES SQ FT $42.00 161 0 0 $0.00 22 2563.601 TRAFFIC CONTROL LUMP SUM $1,000.00 1 1 0 $1,000.00 23 2573.530 STORM DRAIN INLET PROTECTION EACH $150.00 3 3 0 $450.00 24 2575.5051 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD $8.00 250 01 0 $0.00 Totals For Section SCHEDULE A - Brazil Avenue: 145th Street To South End Of Park: $78,806.76 SCHEDULE B - Brazil Avenue: South End Of Park To North End Of Park 25 2021.501 MOBILIZATION (5% MAXIMUM) LUMP SUM $5,250.00 1 1 0 $5,250.00 26 2101.502 CLEARING TREE $200.00 3 6 0 $1,200.00 27 2101.507 GRUBBING TREE $50.00 3 6 0 $300.00 28 2101.601 TREE TRIMMING LUMP SUM $500.00 1 1 1 $500.00 29 2104.501 REMOVE PIPE CULVERTS LIN FT $10.00 410 746 0 $7,460.00 30 2104.5031 REMOVE CONCRETE WALK SQ FT $0,601 200 162 0 $97.20 31 2104.503 REMOVE BITUMINOUS WALK SQ FT $0.50 400 700 0 $350.00 32 2104.505 REMOVE CONCRETE VALLEY GUTTER SQ YD $10.00 10 7 0 $70.00 33 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $2.00 1050 1078 0 $2,156.00 34 2104.507 REMOVE RIPRAP LUMP SUM $250.00 1 1 0 $250.00 35 2104.509 REMOVE SIGN EACH $15.00 40 37 0 $555.00 36 2104.5091 REMOVE DRAINAGE STRUCTURE EACH $350.001 2 2 0 $700.00 37 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $3.50 40 40 0 $140.00 38 2104.603 ABANDON PIPE SEWER -STORM LIN FT $18.00 55 0 0 $0.00 39 2105.501 COMMON EXCAVATION CU YD $11.85 3000 577 420 $6,837.45 40 2105.522 SELECT GRANULAR BORROW (CV) CU YD $11.50 20001 1438 0 $16,537.00 41 2105.523 COMMON BORROW (CV) (P) CU YD $11.50 900 0 0 $0.00 42 2112.501 ISUBGRADE PREPARATION ROAD STA $250.00 20 201 5 $5,000.00 43 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR $125.00 20 0 0 $0.00 44 2130.501 WATER M GALLONS $40.00 30 0 0 $0.00 45 2211.501 AGGREGATE BASE CLASS 5 TON $0.01 3300 0 0 $0.00 46 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.10 960 850 850 $2,635.00 F 47 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C) TON $59.50 2170 1806.61 0 $107,493.30 48 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) TON $58.30 2170 1185.68 1185.68 $69,125.14 Page 2 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date I Current Quantity Amount to Date 49 2501.515 24" RC PIPE APRON WITH TRASH GUARD AND SHEET PILING EACH $3,100.00 1 1 0 $3,100.00 50 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $27.50 545 545 0 $14,987.50 51 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $31.20 499 665 0 $20,748.00 52 12503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $69.00 619 625 0 $43,125.00 53 2503.602 CONNECT TO EXISTING STORM SEWER jEACH 1$1,850.00 11 1 0 $1,850.00 54 2504.602 RECONSTRUCT VALVE BOX EACH $250.00 1 1 0 $250.00 55 2504.602 2" CORPORATION STOP EACH $675.00 1 1 0 $575.00 56 2504.602 2" CURB STOP & BOX EACH $350.00 1 1 0 $350.00 57 2504.603 2" TYPE K COPPER PIPE LIN FT $35.00 40 220.95 186.95 $7,733.25 58 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $170.00 125 84.65 0 $14,390.50 59 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH 1$1,200.00 1 1 0 $1,200.00 60 2506.516 CASTING ASSEMBLY EACH $600.00 13 16 0 $9,600.00 61 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1,650.00 5 4 0 $6,600.00 62 2511.501 RANDOM RIPRAP CLASS 111 CU YD $55.00 15 7 0 $385.00 63 2511.515 GEOTEXTILE FILTER FABRIC TYPE IV SO YD $2.00 20 20 0 $40.00 64 12521.50114" CONCRETE WALK SO FT $3.55 200 163 -263.5 $578.65 65 12521.50116" CONCRETE WALK SO FT $4.30 27501 652 0 $2,803.60 66 12521.51112" BITUMINOUS WALK SO FT $1.80 1100 1604 0 $2,887.20 67 2531.604 7" CONCRETE VALLEY GUTTER SO YD $53.75 10 5 0 $268.75 68 2531.501 CONCRETE CURB & GUTTER DESIGN B612 LIN FT $9.25 5300 5664 1064 $52,392.00 69 2531.503 CONCRETE MEDIAN SQ YD $64.00 3 29.3 29.3 $1,875.20 70 2531.618 TRUNCATED DOMES SO FT $42.00 32 32 0 $1,344.00 71 2545.603 4" PVC CONDUIT LIN FT $9.00 501 140 0 $1,260.00 72 2563.601 TRAFFIC CONTROL LUMP SUM $1,000.00 1 1 0 $1,000.00 73 2564.531 SIGN PANELS TYPE C SO FT $34.00 60 70.75 70.75 $2,405.50 74 2564.602 PAVEMENT MESSAGE (HANDICAPPED SYMBOL) EPDXY EACH $125.00 7 0 0 $0.00 75 2571.502 DECIDUOUS TREE 2.5 CAL B &B TREE $475.00 3 0 0 $0.00 76 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT $2.25 2750 2735 0 $6,153.75 77 2573.530 STORM DRAIN INLET PROTECTION EACH $120.00 14 11 0 $1,320.00 78 2573.603 BIOROLL LIN FT $3.001 120 60 0 $180.00 79 12575.502 SEED MIXTURE 260 POUND $3.00 80 55 0 $165.00 80 12575,501 SEEDING (INCL TOPSOIL & FERTILIZER) ACRE $500.00 0.6 0.51 0 $255.00 81 2575.523 EROSION CONTROL BLANKETS CATEGORY 0 SO YD $1.20 2800 2429 0 $2,914.80 82 2575.601 TURF ESTABLISHMENT MAINTENANCE LUMP SUM $500.00 1 0 0 $0.00 83 2575.605 HYDROSEEDING ACRE $2,200.00 1 1.71 1.71 $3,762.00 84 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $1.25 200 62 0 $77.50 85 2582.502 4" SOLID LINE WHITE -EPDXY LIN FT $1.70 5950 1729.47 1729.47 $2,940.10 86 2582.502 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT $1.00 160 01 0 $0.00 87 2582.502 4" BROKEN LINE YELLOW -EPDXY LIN FT $0.50 560 01 0 $0.00 88 12582.502 24" SOLID LINE YELLOW -EPDXY LIN FT $5.00 20 01 0 $0.00 Totals For SCHEDULE B - Brazil Avenue: South End Of Park To North End Of Park: $436,273.39 Project Totals: $515,080.15 Page 3 Project Payment Status Owner: City of Rosemount Client Project No.: 442 Client Contract No.: Project No.: 01916 -65 Contractor: Northwest Asphalt, Inc. Contract Changes No. IType I Date IDescription JAmount Change Order Totals: 1 $0.00 Pa ment Summa No. From Date To Date Payment Total Payment Retainage Per Payment Total Retainage Total Payment + Retainage Work Certified Per Payment Total Work Certified 1 8/14/2012 8/31/2012 $133,091.39 $133,091.39 $7,004.81 $7,004.81 $140,096.20 $140,096.20 $140,096.20 2 9/1/2012 9/30/2012 $239,620.77 $372,712.16 $12,611.62 $19,616.43 $392,328.59 $252,232.39 $392,328.59 3 & FINAL 10/1/2012 12/31/2012 $142,367.99 $515,080.15 ($19,616.43) $0.00 $515,080.15 $122,751.56 $515,080.15 Payment Totals: $515,080.15 $0.00 $515,080.15 $515,080.15 Project Summary Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: $0.00 $515,080.15 Original Contract: $0.00 Contract Changes: $515,080.15 Revised Contract: $662,094.30 $0.00 $662,094.30 Page 4 0 362.5 725 1,450 2,175 2,900 N Feet Path: T: \GIS \City \Maps \Departmental Maps \Engineering \Chris \Location Map - 442.mxd May 2012