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Home My WebLink About6.p. Payment #3 and Final - Trunk Highway 3 (143rd to 145th) Street and Signal Improvements, City Project 4214DA(C)ISEMOLINT EXECUTIVE SUMMARY CITY COUNCIL City Council Meeting: December 21, 2010 AGENDA ITEM: Payment #3 and Final — Trunk Highway 3 (143rd to145th) Street and Signal AGENDA SECTION: Improvements, City Project #421 Consent PREPARED BY: Andrew J Brotzler, PE, Director of P AGENDA NO. Works /City Engineer ATTACHMENTS: Final Pay Voucher, Map APPROVED BY: RECOMMENDED ACTION: Motion to Approve Payment # 3 and Final for the Trunk Highway 3 (143�d to145th) Street and Signal Improvements, City Project #421, to Max Steininger, Inc. and Accepting it for Perpetual Maintenance BACKGROUND: This item is on the agenda to request Payment #3 and Final to Max Steininger, Inc. for the Trunk Highway 3 (143`d to 145th) Street and Signal Improvements, City Project #421. This pay voucher includes three change orders for additional minor extra work identified as necessary during construction. Change Order No. 1 includes the removal of an existing conduit bank in conflict with the new storm sewer. Change Order No. 2 includes the placement of additional topsoil necessary to facilitate drainage within the boulevard at 143`d Street. Change Order No. 3 includes salvaging and reinstalling three no parking signs to complete sidewalk replacement on 145' Street. These changes result in a net increase of $4,589.79 for a revised contract amount of $334,721.82. Funding for the change orders included within Construction Pay Voucher No. 3 are eligible for Municipal State Aid Funding. The final construction amount of $325,760.69 is 2.7% below the revised contract amount of $334,721.82. 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: \ENGPROJ \421 \20101221 CC FinalPayment 3.doc WSB - Engineering ❑ Planning _- Environmental F1 Construction 701 Xenia Avenue South & Associates. Inc. Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 December 16, 2010 Fax: 763 - 541 -1700 Honorable Mayor and City Council City of Rosemount 2875 — 145`h Street West Rosemount, MN 55068 Attn: Cindy Dorniden, City of Rosemount Re: Construction Pay Voucher No. 3 (Final) TH 3, 143`d to 145d` Street Signal Improvement and Right -Turn Lane City of Rosemount Project No. 421 SP 1921 -89 & SAP 208 - 010 -007 WSB Project No. 1668 -85 Dear Mayor and Council Members: Please find enclosed the final Construction Pay Voucher No. 3 for the above - referenced project in the amount of $27,844.25. Also enclosed are the following documents required for processing final payment for the above - referenced project: 1. Satisfactory 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 (warranty start date to coincide with the date Council approves final payment). We recommend that you make final payment in the amount of $27,844.25 for Max Steininger, Inc. at your earliest convenience. Please contact me at 651- 322 -2015 if you have any questions or comments regarding the enclosed information. Thank you. Sincerely, WSB & Associates, Inc. Phi Olson, PE Project Manager Enclosures cc: Cindy Dorniden, City of Rosemount Andy Brotzler, City of Rosemount Bobby Kathuria, Max Steininger, Inc. Minneapolis C St. Cloud Equal Opportunity Employer Pay Voucher Owner: City of Rosemount Date: 9/30/2010 2875 145th Street West Rosemount, MN 55068 -4941 H�S_B For Period: 711/2010 to 9/30/2010 Request No.: 3 & FINAL Contractor: Max Steininger, Inc. 3080 Lexington Avenue South & Associates, Inc. Eagan, MN 55121 Pay Voucher RSMT - TH 3 143rd -145th Street Signal Improvements and Right -Turn Lane Client Contract No.: Project No.: 01668 -85 Client Project No.: CP 421 Project Summary 1 Original Contract Amount $330,132.03 2 Contract Changes - Addition $4,589.79 3 Contract Changes - Deduction $0.00 4 Revised Contract Amount $334,721.82 5 lValue Completed to Date $325,760.69 6 1 Material on Hand $0.00 7 Amount Earned $325,760.69 8 Less Retainage $0.00 9 Subtotal $325,760.69 10 Less Amount Paid Previously $297,916.44 11 Liquidated Damages $0.00 12 JAMOUNT DUE THIS PAY VOUCHER NO. 3 & FINAL $27,844.25 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. Recommended for Approval by: Construction Observer: WSB & Associates, Inc. Approved by Contractor: Max Steininger, Inc. Approved by Owner: City of Rosemount Specified Contract Completion Date: Date: 7/16/2010 Comment: Page 1 of 4 Pay Voucher Project Material Status Item No. I Item Description Units Unit Price Contract Quantity IQuantityto Date Current Quantity Amount to Date BASE BID 1 2021.501 MOBILIZATION LUMP SUM $8,330.24 1 1 0 $8,330.24 2 2102.502 PAVEMENT MARKING REMOVAL LIN FT $0.54 4001 976 320 $527.04 3 2104.501 REMOVE WATER MAIN LIN FT $5.49 25 22 0 $120.78 4 2104.501 REMOVE SEWER PIPE (STORM) LIN FT $5.49 31 31 0 $170.19 5 2104.501 REMOVE CURB AND GUTTER LIN FT $2.32 460 550 0 $1,276.00 6 2104.503 REMOVE CONCRETE WALK SQ FT $0.61 4400 4327 0 $2,639.47 7 2104.505 REMOVE BITUMINOUS SIDEWALK SQ YD 1 $6.14 125 300 0 $1,842.00 8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $6.14 701 67 0 $411.38 9 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $3.48 9801 775 0 $2,697.00 10 2104.509 REMOVE STAIRS EACH $220.97 1 1.5 0 $331.46 11 2104.509 REMOVE DRAINAGE STRUCTURE EACH $219.58 1 1 0 $219.58 12 12104.509, REMOVE SIGN TYPE C EACH $53.51 1 3 2 $160.53 13 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $3.34 100 119 0 $397.46 14 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $1.20 1030 966 0 $1,159.20 15 2104.603 ABANDON WATER MAIN LIN FT $8.78 118 103 0 $904.34 16 2105.501 COMMON EXCAVATION (P) CU YD $14.32 515 515 0 $7,374.80 17 2105.507 SUBGRADE EXCAVATION (P) CU YD $15.80 790 790 0 $12,482.00 18 2105.522 SELECT GRANULAR BORROW (CV) CU YD $9.09 790 790 0 $7,181.10 19 2211.501 AGGREGATE BASE CLASS 5 TON $19.81 50 60.17 0 $1,191.97 20 2211.503 AGGREGATE BASE (CV) CLASS 5 (P) CU YD $30.17 250 250 0 $7,542.50 21 2231.501 BITUMINOUS PATCHING MIXTURE TON $96.44 16 19.89 0 $1,918.19 22 2232.501 MILL BITUMINOUS SURFACE (1.5) SQ YD $3.86 1200 1257 97 $4,852.02 23 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (4,E) TON $82.79 5101 390.47 0 $32,327.01 24 12411.5071 CONCRETE STAIRWAY EACH $2,647.48 1 1.5 0 $3,971.22 25 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $23.05 488 488 0 $11,248.40 26 2503.602 CONSTRUCT BULKHEAD EACH $329.37 1 1 0 $329.37 27 2504.602 CONNECT TO EXISTING WATER MAIN EACH $878.33 4 6 2 $5,269.98 28 2504.602 ADJUST GATE VALVE EACH $109.79 2 3 0 $329.37 29 2504.603 12" WATER MAIN -DUCT IRON CL 52 LIN FT $76.85 145 145 16 $11,143.25 30 2504.604 4" POLYSTYRENE INSULATION SQ YD $38.42 15 8.9 0 $341.94 31 2504.608 DUCTILE IRON FITTINGS POUND $2.20 1965 2580 860 $5,676.00 32 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $318.39 33.2 32.06 0 $10,207.58 33 2506.516 CASTING ASSEMBLY EACH $439.16 6 6 0 $2,634.96 34 2506.522 ADJUST FRAME & RING CASTING EACH $170.17 21 2 0 $340.34 35 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $329.37 1 1 0 $329.37 36 12521.50114" CONCRETE WALK (HE) SQ FT $2.98 3950 2942 0 $8,767.16 37 2521.501 6" CONCRETE WALK (HE) SQ FT $5.03 410 808 0 $4,064.24 38 2521.511 2.5' BITUMINOUS WALK SQ FT $2.00 2630 2621 0 $5,242.00 39 2531.501 CONCRETE CURB & GUTTER DESIGN B618 HE LIN FT $14.63 60 28 0 $409.64 40 2531.501 CONCRETE CURB & GUTTER DESIGN 8624 (HE) LIN FT $14.63 630 758 0 $11,089.54 41 2531.502 CONCRETE CURB DESIGN V8 (HE) LIN FT $20.70 85 90 0 $1,863.00 42 2531.507 6" CONCRETE DRIVEWAY PAVEMENT HE SQ YD $40.67 70 76 0 $3,090.92 43 2531.618 TRUNCATED DOMES SQ FT $31.39 240 186 0 $5,838.54 44 2533.507 PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 LIN FT $12.84 574 577.35 1.35 $7,413.17 45 2554.615 IMPACT ATTENUATOR ASSEMBLY $1,498.38 2 2 0 $2,996.76 46 2563.601 TRAFFIC CONTROL LUMP SUM $4,281.11 1 1 0 $4,281.11 47 2564.531 SIGN PANELS TYPE C SQ FT 1 $34.78 6.3 17.1 10.8 $594.74 48 2565.511 TRAFFIC CONTROL SIGNAL SYSTEM SIG SYS $96,259.78 1 1 0 $96,259.78 49 12565.6011 EMERGENCY VEHICLE PREEMPTION SYSTEM LUMP SUM $6,125.62 1 1 0 $6,125.62 50 12573.5021 SILT FENCE, TYPE PREASSEMBLED LIN FT $1.281 5001 410 0 $524.80 Page 2 of 4 Pay Voucher Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 51 2573.530 STORM DRAIN INLET PROTECTION EACH $176.43 7 11 0 $1,940.73 52 2575.505 SODDING TYPE LAWN SQ YD $3.21 1250 1185 237 $3,803.85 53 2580.603 INTERIM PAVEMENT MARKINGS LIN FT $1.34 1200 3337 663 $4,471.58 54 2582.501 PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH $64.21 5 8 0 $513.68 55 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH $64.21 1 2 0 $128.42 56 2582.501 PAVEMENT MESSAGE (RIGHT -THRU ARROW) PAINT EACH $85.63 4 5 0 $428.15 57 2582.501 PAVEMENT MESSAGE (RIGHT -THRU ARROW) EPDXY EACH $160.54 4 0 0 $0.00 58 2582.501 PAVEMENT MESSAGE (LT ARROW) EPDXY EACH $123.08 8 2 0 $246.16 59 2582.501 PAVEMENT MESSAGE (RT ARROW) EPDXY EACH $123.08 2 2 0 $246.16 60 12582.50214" SOLID LINE YELLOW -PAINT LIN FT $0.28 1150 0 0 $0.00 61 2582.502 4" BROKEN LINE YELLOW -PAINT LIN FT $0.28 290 0 0 $0.00 62 2582.502 4" DOUBLE SOLID LINE YELLOW -PAINT LIN FT $0.56 1450 809 0 $453.04 63 2582.502 4" SOLID LINE WHITE -EPDXY LIN FT $1.04 1400 367 0 $381.68 64 2582.502 4" SOLID LINE YELLOW -EPDXY LIN FT $1.04 1150 0 0 $0.00 65 2582.502 4" BROKEN LINE YELLOW -EPDXY LIN FT $1.04 290 0 0 $0.00 66 12582.50214" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT $2.09 400 120 0 $250.80 67 12582.50214" SOLID LINE WHITE -PAINT LIN FT $0.27 34001 1167 0 $315.09 68 12582.5031 CROSSWALK MARKING -EPDXY SQ FT $3.751 9001 414 0 $1,552.50 Totals For Section BASE BID: $321,170.90 Change Order 1 69 12104.601 1 REMOVE DUCT BANK ILUMPSLIMI $531.301 11 11 1 $531.30 Totals For Change Order 1: $531.30 Change Order 2 70 12105.6011 TOPSOIL PLACEMENT I LUMP SUM 1 $3,386.49 11 1 1 $3,386.49 Totals For Change Order 2: $3,386.49 Change Order 3 71 12563.6131 FLASHER TYPE A (LOW INTENSITY) JUNITDAY 1 $0.501 1921 1921 192 $96.00 72 12564.6021 SALVAGE AND REINSTALL SIGN I EACH 1 $192.001 31 31 3 $576.00 Totals For Change Order 3: $672.00 Project Totals: $325,760.69 Page 3 of 4 Pay Voucher Project Payment Status Owner: City of Rosemount Client Project No.: CP 421 Client Contract No.: Project No.: 01668 -85 Contractor: Max Steininger, Inc. Contract Chanaes No. Type Date Description Amount C01 Change Order 9/2/2010 Remove conduit at 143rd Street. $531.30 CO2 Change Order 9/2/2010 Topsoil placement. $3,386.49 CO3 Change Order 9/23/2010 Salvage and reinstall three signs at 145th Street. $672.00 Change Order Totals: 1 $4,589.79 Pavment Summary No. From Date To Date Payment Total Payment Retainage Per Payment Total Retainage Total Payment + Retainage Work Certified Per Payment Total Work Certified 1 5/17/2010 5/31/2010 $137,033.78 $137,033.78 $7,212.30 $7,212.30 $144,246.08 $144,246.08 $144,246.08 2 6/1/2010 6/30/2010 $160,882.66 $297,916.44 $8,467.51 $15,679.81 $313,596.25 $169,350.17 $313,596.25 3 & FINAL 7/1/2010 9/30/2010 $27,844.25 $325,760.69 ($15,679.81) $0.00 $325,760.69 $12,164.44 $325,760.69 Payment Totals: $325,760.69 $0.00 $325,760.69 $325,760.69 Project Summary Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: Page 4 of 4 $0.00 $325,760.69 Original Contract: $0.00 Contract Changes: $325,760.69 Revised Contract: $330,132.03 $4,589.79 $334,721.82