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Home My WebLink About6.j. Payment 10 & Final – Connemara Trail Improvements, City Project 4314DIN(C".11SEMOLINT EXECUTIVE SUMMARY CITY COUNCIL City Council Meeting: February 5, 2013 AGENDA ITEM: Payment #10 & Final —Connemara Trail AGENDA SECTION: Improvements, City Project 431 Consent PREPARED BY: Andrew J. Brotzler, PE, Director of blic AGENDA NO. Works / City Engineer ATTACHMENTS: Payment Voucher, Map APPROVED BY: RECOMMENDED ACTION: Motion to Approve Payment #10 and Final for the Connemara Trail Improvements, City Project 431, to Minger Construction, Inc. and Accepting it for Perpetual Maintenance. BACKGROUND: This item is on the agenda to request Payment #10 and Final to Minger Construction, Inc. for the Connemara Trail Improvements, City Project 431. The final construction amount of $2,307,972.48 is 1.44% below the contract amount of $2,341,683.51. SUMMARY: Staff recommends that Council approve Payment #10 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 \431 \20130205 CC Payment 10 & Final.docx WSB & Assoc- engineering • planning • environmental • construction January 29, 2013 Mr. Luke Minger Minger Construction, Inc. P.O. Box 236 Chanhassen, MN 55317 Re: Construction Pay Voucher No. 10 (Final) Connemara Trail Improvements City of Rosemount Project No. 431 S.A.P. 208 - 104 -006 WSB Project No. 1916 -18 Dear Mr. Minger: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-5414800 Fax: 763 -541 -1700 Please find enclosed Construction Pay Voucher No. 10 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 (IC134 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, NSB & Associates, Inc. Q%01116—, Phil Olson, PE Project Engineer Enclosures cc: Andy Brotzler, City of Rosemount Jean Harrington/Karin Kladar, City of Rosemount srb St. Cloud • Minneapolis • St. Paul Equal Opportunity Employer wsheng.com \\" 01\ projects \01916- 18\AdminlConstroction Ad W.T.y Va..he A431 LTR VO 10 FNL CTR4 mi.gc 012913.doc Owner: City of Rosemount 2875 145th Street West Rosemount, MN 55068 -4941 WSB For Period: 9/1/2012 to 1213112012 Contractor: Minger Construction, Inc. ��► 2471 Galpin Court & Associates, Inc. Chanhassen, MN 55317 Pay Voucher RSMT - Connemara Trail Improvements Client Contract No.: Project No.: 01916 -18 Client Project No.: 431 Date: 1/25/2013 Request No.: 10 & FINAL Project Summary 1 Original Contract Amount $2,341,683.51 2 Contract Changes - Addition $38,092.42 3 Contract Changes - Deduction $0.00 4 Revised Contract Amount $2,379,775.93 5 Value Completed to Date $2,307,972.48 6 IMaterial on Hand $0.00 7 Amount Earned $2,307,972.48 8 Less Retainage $0.00 9 Subtotal $2,307,972.48 10 Less Amount Paid Previously $2,277,557.25 11 ILiquidated Damages $0.00 12 JAMOUNT DUE THIS PAY VOUCHER NO. 10 & FINAL $30,415.23 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 HE TRACT IS AS SHOWN IN THIS FINAL VOUCHER. for WSB & A kprovediy Contractor: C struction, Inc. Specified Contract Completion Date: 6/30/2012 Comment: Construction Observer: Approved by Owner: City of Rosemount 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 - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION (5% MAXIMUM) LUMP SUM $104,000.00 1 1 0 $104,000.00 2 2101.502 CLEARING TREE $265.00 3 3 0 $795.00 3 2101.5071 GRUBBING TREE $265.00 3 3 0 $795.00 4 2104.5011 REMOVE FENCE LIN FT $2.45 800 590 0 $1,445.50 5 2104.501 REMOVE CURB AND GUTTER LIN FT $5.90 60 50 0 $295.00 6 2104.503 REMOVE CONCRETE WALK SO FT $1.151 350 125 0 $143.75 7 2104.503 REMOVE BITUMINOUS WALK SO FT $2.351 80 0 0 $0.00 8 2104.503 REMOVE CONCRETE MEDIAN SO FT $11.80 30 0 0 $0.00 9 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $3.50 150 167 0 $584.50 10 21 G4.5091 REMOVE PERMANENT BARRICADE EACH $26.40 3 3 0 $79.20 11 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $11.80 20 0 0 $0.00 12 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $3.50 150 110.5 0 $386.75 13 2104.523 SALVAGE PERMANENT BARRICADE EACH $21.00 6 6 0 $126.00 14 2105.501 COMMON EXCAVATION (P) CU YD $2.50 32700 32700 2260 $81,750.00 15 2105.507 SUBGRADE EXCAVATION (P) CU YD $2.50 7400 7400 0 $18,500.00 16 2105.5151 UNCLASSIFIED EXCAVATION CU YD $4.05 4500 8200 0 $33,210.00 17 2105.5211 GRANULAR BORROW (CV) CU YD $0.01 13500 3069 0 $30.69 18 2105.522 SELECT GRANULAR BORROW (CV) (P) CU YD $8.151 13700 13700 0 $111,655.00 19 2105.525 TOPSOIL BORROW (LV) CU YD $18.801 100 0 0 $0.00 20 2105.601 MINOR GRADING 1 LUMP SUM $2,450.00 1 1 1 $2,450.00 21 2112.501 SUBGRADE PREPARATION ROAD STA $332.00 27.7 27.7 0 $9,196.40 22 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR $145.00 40 2 0 $290.00 23 12130.5011 WATER M GALLONS $26.10 100 0 0 $0.00 24 2211.501 AGGREGATE BASE CLASS 5 TON $13.80 9300 8133.43 0 $112,241.33 25 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.151 1900 1805 0 $5,685.75 26 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) TON $52.05 4300 3718.82 0 $193,564.58 27 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C) TON $54.95 2150 2013.9 0 $110,663.81 28 2521.501 4" CONCRETE WALK SO FT $2.55 4800 4437 0 $11,314.35 29 2521.511 2" BITUMINOUS WALK SO FT $1.10 41200 41688 0 $45,856.80 30 2531.501 CONCRETE CURB & GUTTER DESIGN 8418 LIN FT $9.00 8801 838.5 0 $7,546.50 31 2531.501 CONCRETE CURB & GUTTER DESIGN 8618 LIN FT $9.25 5850 5726.5 0 $52,970.13 32 2531.602 CONCRETE MEDIAN NOSE DESIGN 7109 EACH $316.55 1 1 0 $316.55 33 2531.618 TRUNCATED DOMES SO FT $29.55 152 156 0 $4,609.80 34 2545.523 4" NON - METALLIC CONDUIT LIN FT $7.60 250 810 0 $6,156.00 35 2554.602 PERMANENT BARRICADES (TYPE 111) EACH $150.00 10 6 0 $900.00 36 2563.6011 TRAFFIC CONTROL LUMP SUM $1,740.001 1 1 0 $1,740.00 37 2564.531 SIGN PANELS TYPE C SO FT $29.30 159.25 154.25 0 $4,519.53 38 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT $1.60 8050 7438 0 $11,900.80 39 2573.602 INLET PROTECTION EACH $105.00 36 42 0 $4,410.00 40 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $855.00 2 2 0 $1,710.00 41 2575.501 SEEDING ACRE $135.00 7.8 15.27 0 $2,061.45 42 2575.502 SEED MIXTURE 260 POUND $1.50 390 703 0 $1,054.50 43 2575.502 SEED MIXTURE 310 POUND $14.85 40 30 0 $445.50 44 2575.502 SEED MIXTURE 340 POUND $3.85 130 207 0 $796.95 45 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SO YD $2.55 1100 01 0 $0.00 46 2575.511 MULCH MATERIAL TYPE 1 TON $215.00 10 14.75 0 $3,171.25 47 2575.523 EROSION CONTROL BLANKETS CATEGORY 1 SO YD $0.801 2500 4213 0 $3,370.40 48 12575.5231 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $0.80 10500 12559 0 $10,047.20 49 12575.5321 FERTILIZER TYPE 1 POUND $0.401 1100 1337 0 $534.80 50 12582.5011 PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH $53.001 61 0 0 $0.00 Page 2 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 51 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH $53.00 2 0 0 $0.00 52 2582.501 PAVEMENT MESSAGE (LEFT ARROW) EPDXY EACH $130.00 6 6 0 $780.00 53 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY EACH $130.00 2 2 0 $260.00 54 2582.502.4- SOLID LINE WHITE -PAINT LIN FT $0.07 5600 0 0 $0.00 55 2582.50214' SOLID LINE YELLOW -PAINT LIN FT $0.15 230 0 0 $0.00 56 2582.502 24" SOLID LINE YELLOW -PAINT LIN FT $0.80 440 0 0 $0.00 57 2582.502 4" DOUBLE SOLID LINE YELLOW -PAINT LIN FT $0.30 2400 0 0 $0.00 58 2582.502 4" SOLID LINE WHITE -EPDXY LIN FT $0.25 5600 5503 0 $1,375.75 59 2582.502 4" SOLID LINE YELLOW -EPDXY LIN FT 1 $0.30 2301 273 0 $81.90 60 2582.502 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT 1 $0.551 2400 2791 0 $1,535.05 61 12582.502124" SOLID LINE YELLOW -EPDXY I LIN FT 1 $5.301 4401 316 0 $1,674.80 Totals For Section SCHEDULE A - SURFACE IMPROVEMENTS: $969,028.27 SCHEDULE B - SANITARY SEWER IMPROVEMENTS 62 2104.509 REMOVE MANHOLE EACH $5,500.00 1 1 0 $5,500.00 63 2451.609 GRANULAR FOUNDATION ANDIOR BEDDING TON $30.60 10 0 0 $0.00 64 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM $18,000.00 1 1 0 $18,000.00 65 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $2,000.00 3 3 0 $6,000.00 66 2503.603 TELEVISE SANITARY SEWER LIN FT $5.00 182 162 0 $810.00 67 2503.60318' PVC PIPE SEWER - SDR 26 LIN FT $35.001 162 162 0 $5,670.00 68 2503.541 30" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $200.00 20 11 0 $2,200.00 69 2506.516 CASTING ASSEMBLY EACH $650.00 4 4 0 $2,600.00 70 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT $160.00 29.11 33.96 0 $5,433.60 71 2506.603 CONST 72" DIA SAN SEWER MANHOLE LIN FT $485.00 17.33 8.83 0 $4,282.55 Totals For Section SCHEDULE B -SANITARY SEWER IMPROVEMENTS: $50,496.15 SCHEDULE C - WATER MAIN IMPROVEMENTS 72 2104.501 REMOVE WATER MAIN LIN FT $6.85 20 0 0 $0.00 73 2104.523 SALVAGE HYDRANT & VALVE EACH $730.00 1 1 0 $730.00 74 2504.602 INSTALL SALVAGED HYDRANT, GATE VALVE, AND BOX EACH $1,100.00 1 1 0 $1,100.00 75 2504.602 HYDRANT EACH $3,510.00 5 5 0 $17,550.00 76 2504.602 6" GATE VALVE AND BOX EACH $1,140.00 5 5 0 $5,700.00 77 2504.602 8" GATE VALVE AND BOX EACH $1,545.00 3 3 0 $4,635.00 78 2504.602 12" GATE VALVE AND BOX EACH $2,600.00 7 6 0 $15,600.00 79 2504.602 CONNECT TO EXISTING WATER MAIN EACH $860.00 2 2 0 $1,720.00 80 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $28.60 106 108 0 $3,088.80 81 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT $34.30 202 208 0 $7,134.40 82 2504.603 12" WATER MAIN -DUCT IRON CL 52 LIN FT $48.751 2905 2711 0 $132,161.25 83 12504.60414" POLYSTYRENE INSULATION SQ YD $30.00 40 1.8 0 $54.00 84 12504.608 1 DUCTILE IRON FITTINGS POUND $2.651 100001 4740 0 $12,561.00 Totals For Section SCHEDULE C - WATER MAIN IMPROVEMENTS: $202,034.45 SCHEDULE D - STORM SEWER IMPROVEMENTS 85 2501.515 18" RC PIPE APRON EACH $930.00 1 1 0 $930.00 86 2501.515 24" RC PIPE APRON EACH $1,055.00 3 3 0 $3,165.00 87 2501.515 30" RC PIPE APRON EACH $1,250.00 1 1 0 $1,250.00 88 2501.602 48" RC PIPE APRON W /PILING EACH $5,955.00 2 2 0 $11,910.00 89 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH $240.00 1 1 0 $240.00 90 2501.602 TRASH GUARD FOR 24" PIPE APRON EACH $515.00 3 3 0 $1,545.00 91 2501.602 TRASH GUARD FOR 30" PIPE APRON EACH $770.00 1 1 0 $770.00 92 2501.602 TRASH GUARD FOR 48" PIPE APRON EACH $1,450.00 2 2 0 $2,9050 93 2502.541 4" PERF PVC PIPE DRAIN LIN FT $14.60 100 100 0 $1,460.00 94 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V I LIN FT $26.40 836 8121 0 $21,436.80 Page 3 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 95 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $28.10 418 441 0 $12,392.10 96 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS Ill LIN FT $31.25 406 406 0 $12,687.50 97 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $32.75 297 271 0 $8,875.25 98 12503.541,30" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $44.00 1287 1295 0 $56,980.00 99 2503.541 33" RC PIPE SEWER DESIGN 3006 CLASS 111 LIN FT $49.40 82 82 0 $4,050.80 100 2503.541 36" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $59.00 548 542 0 $31,978.00 101 2503.541 42" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $75.00 490 490 0 $36,750.00 102 2503.541 48" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $90.00 212 198 0 $17,820.00 103 2503.602 CONSTRUCT BULKHEAD EACH $390.00 51 4 0 $1,560.00 104 12506.5011 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $224.00 57.63 58.42 0 $13,086.08 105 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54 -4020 LIN FT $256.60 13.61 11.79 0 $3,025.31 106 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 LIN FT $272.40 37.28 38.9 0 $10,596.36 107 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 66 -4020 LIN FT $279.60 38.26 30.97 0 $8,659.21 108 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72 -4020 LIN FT $323.10 24.46 25.23 0 $8,151.81 109 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84 -4020 LIN FT $475.55 16.94 15.49 0 $7,366.27 110 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 96-4020 LIN FT $515.80 23.64 27.18 0 $14,019.44 111 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH $1,055.00 2 2 0 $2,110.00 112 2506.516 CASTING ASSEMBLY EACH $475.00 23 25 0 $11,875.00 113 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1,020.00 10 101 0 $10,200.00 114 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH $8,400.00 1 1 0 $8,400.00 115 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 EACH $10,330.00 1 1 0 $10,330.00 116 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 4 EACH $14,500.00 1 1 0 $14,500.00 117 2511.501 RANDOM RIPRAP CLASS IV CU YD $92.50 116 156.41 16.41 $14,467.93 118 2511.501 RANDOM RIPRAP CLASS IV - GROUTED CU YD $137.45 64 166 0 $22,816.70 119 2511.515 GEOTEXTILE FILTER FABRIC TYPE IV JSQYD 1 $1.201 175 3871 0 $464.40 Totals For Section SCHEDULE D - STORM SEWER IMPROVEMENTS: $388,768.96 SCHEDULE E - TRUNK STORM SEWER IMPROVEMENTS 120 2451.609 GRANULAR FOUNDATION AND /OR BEDDING TON $30.60 10 0 0 $0.00 121 2503.541 48" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $210.00 693 653 0 $137,130.00 122 2503.541 54" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $220.00 897 897 0 $197,340.00 123 2503.541 54" RC PIPE SEWER DESIGN 3006 SPECIAL LIN FT $1,060.00 272 272 0 $288,320.00 124 2503.602 CONSTRUCT BULKHEAD EACH $530.00 2 2 0 $1,060.00 125 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $138.10 751 67.57 0 $9,331.42 126 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84 -4020 LIN FT $442.55 45.61 51.81 0 $22,928.52 127 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 108-4020 LIN FT $1.00 50.01 19.99 0 $19.99 128 2506.516 CASTING ASSEMBLY EACH $525.00 5 5 0 $2,625.00 Totals For Section SCHEDULE E - TRUNK STORM SEWER IMPROVEMENTS: $658,754.93 Backsheet 1 129 12105.6051 ERODIBLE ACRE WITHHOLDING JACRE 1($3.000.00)1 01 01 0 $0.00 Totals For Backsheet 1: $0.00 Work Order 1 130 12504.602116- GATE VALVE AND BOX JEACH 1 $7,350.001 1 1 0 $7,350.00 131 12504.603116- WATER MAIN -DUCT IRON CL 52 1 LIN FT 1 $74.501 1851 185 0 $13,782.50 Totals For Work Order 1: $21,132.50 Work Order 2 132 2554.601 TEMPORARY TYPE III BARRICADES LUMP SUM $4,171.50 1 1 0 $4,171.50 133 95931 MODIFY STORM SEWER INVERT LUMP SUM $804.00 1 1 0 $804.00 134 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 LIN FT $272.40 13.03 13.03 0 $3,549.37 135 95932 HYDROSEEDING, W/TYPE 6 HYDROMULCH BLEND SQ YD $0.85 7833 8771 938 $7,455.35 136 95933 CURB AND GUTTER REPAIRS LUMP SUM $1,452.00 1 1 0 $1,452.00 Page 4 Item No. litem IDescription Units I Unit Price I Contract Quantity lQuantity to Date I Current Quantity Amount to Date 137 195934 IF&I STREET ID SIGN I LUMP SUM 1 $325.001 11 11 0 $325.00 Totals For Work Order 2: $17,757.22 Project Totals: $2,307,972.48 Page 5 Project Payment Status Owner: City of Rosemount Client Project No.: 431 Client Contract No.: Project No.: 01916 -18 Contractor: Minger Construction, Inc. Contract Chan es No. Type Date Description Amount BK1 Backsheet 8/31/2011 Erodible Acres Back Sheet $0.00 WO1 Work Order 6/12/2012 Watermain Upsizing $21,132.50 WO2 Work Order 9/5/2012 Work Order 2 (see work order document for description) $16,959.92 Change Order Totals: $38,092.42 Pa ment Summa ry No. From Date To Date Payment Total Payment Retainage Per Payment Total Retainage Total Payment + Retainage Work Certified Per Payment Total Work Certified 1 8/1/2011 8/31/2011 $138,392.96 $138,392.96 $7,283.84 $7,283.84 $145,676.80 $145,676.80 $145,676.80 2 9/1/2011 9/30/2011 $618,027.80 $756,420.76 $32,527.78 $39,811.62 $796,232.38 $650,555.58 $796,232.38 3 10/1/2011 10/31/2011 $482,531.79 $1,238,952.55 $25,396.41 $65,208.03 $1,304,160.58 $451,260.02 $1,247,492.40 4 11/1/2011 11/30/2011 $119,783.83 $1,358,736.38 $350.62 $65,558.65 $1,424,295.03 $63,680.69 $1,311,173.09 5 12/1/2011 4/30/2012 $311,912.81 $1,670,649.19 $19,513.72 $85,072.37 $1,755,721.56 $390,274.21 $1,701,447.30 6 5/1/2012 5/31/2012 $136,686.24 $1,807,335.43 $10,050.55 $95,122.92 $1,902,458.35 $201,011.05 $1,902,458.35 7 6/1/2012 6/30/2012 $177,627.98 $1,984,963.41 $9,348.84 $104,471.76 $2,089,435.17 $186,976.82 $2,089,435.17 8 7/112012 7131/2012 $275,507.92 $2,260,471.33 ($84,471.76) $20,000.00 $2,280,471.33 $191,036.16 $2,280,471.33 9 8/112012 8/31/2012 $17,085.92 $2,277,557.25 $0.00 $20,000.00 $2,297,557.25 $17,085.92 $2,297,557.25 10& FINAL 9/1/2012 12/31/2012 $30,415.23 $2,307,972.48 ($20,000.00) $0.00 $2,307,972.48 $10,415.23 $2,307,972.48 Payment Totals: $2,307,972.48 $0.00!$2,307,972.48 1 $2,307,972.48 Project Summary Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: $0.00 $2,307,972.48 Original Contract: $0.00 Contract Changes: $2,307,972.48 Revised Contract: $2,341,683.51 $38,092.42 $2,379,775.93 Page 6