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Home My WebLink About6.q. Payment #6 and Final - County Road 73 Improvements, City Project #399IN(C-)ISEMOLINT EXECUTIVE SUMMARY CITY COUNCIL City Council Meeting: December 21, 2010 AGENDA ITEM: Payment #6 & Final — County Road 73 AGENDA SECTION: Improvements, City Project #399 Consent PREPARED BY: Andrew J. Brotzler, PE, Director of Public AGENDA NO. Works / City Engineer U ATTACHMENTS: Payment Voucher; Map APPROVED BY: RECOMMENDED ACTION: Motion to Approve Payment #6 and Final for the County Road 73 Improvements, City Project #399, to Ryan Contracting Company and Accepting it for Perpetual Maintenance. BACKGROUND: This item is on the agenda to request Payment #6 and Final in the amount of $161,754.74 to Ryan Contracting Company for the County Road 73 Improvements, City Project #399. This project included the reconstruction of Akron Avenue (County Road 73) from 145' Street (County Road 42) to Bonaire Path, including concrete curb and gutter, raised concrete median, bituminous path, storm sewer, and the installation of trunk watermain from 145th Street to the future intersection of Akron Avenue and Connemara Trail. The final construction amount, including all contract changes, of $2,243,828.84 is 4.9% below the contract amount of $2,358,964.25. This final pay voucher includes negotiated compensation for additional work identified as necessary during construction as Work Orders for Minor Extra Work Nos. 3 -8 in the amount to $11,532.34, and an incentive payment for exceeding minimum pavement density requirements in the amount of $13,389.10. Work Orders 3 and 4 pertain to storm sewer modifications to eliminate conflicts with existing underground utilities and the grouting of rip rap to City standards. Work Orders 5 and 7 pertain to adjustment of existing City watermain valves. Work Order 6 is related to adjustment of a sewer manhole operated by Metropolitan Council Environmental Services (MCES). And Work Order 8 includes a deduction in compensation for a pavement message not installed to project specifications — rather than correct the installation, the contractor chose a reduction in payment. Modification of the pavement message will be handled by Dakota County as part of their maintenance operations. All Work Orders included in Pay Voucher No. 6 have been approved by Mn /DOT Estimating and are anticipated to be eligible for federal funding except for watermain related items. The construction cost of this project was funded primarily with federal American Recovery and Reinvestment Act (ARRA) funds in the amount of $2,146,506.35, with additional funds for watermain improvements in the amount $97,322.49 funded by City water core funds. G: \ENGPROJ \399 \20101221 CC Payment 6 & Final.doc SUMMARY: Staff recommends that Council approve Payment #6 and Final for the project and accept the project for perpetual maintenance subject to the following conditions. 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. 2 WSB - Engineering Planning 'J1 Environmental Construction 701 Xenia Avenue South & Associates, Inc. Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 December 14, 2010 Fax: 763 -541 -1700 Honorable Mayor and City Council City of Rosemount 2875 — 145th Street West Rosemount, MN 55068 Attn: Cindy Dorniden, City of Rosemount Re: Construction Pay Voucher No. 6 (Final) County Road 73 Street and Utility Improvements S.P. 208 - 080 -01 / Minn. Project No. ES 10 ES (027) Dakota County Project No. 73 -08 City of Rosemount, City Project No. 399 WSB Project No. 1556 -59 Dear Mayor and Council Members: Please find enclosed the final Construction Pay Voucher No. 6 for the above - referenced project in the amount of $ 161,754.74. The final construction amount, including all contract changes, of $2,243,828.84 is 4.9% below the contract amount of $2,358,964.25. We recommend that you make final payment in the amount of $161,754.74 for Ryan Contracting Company at your earliest convenience, conditional upon receipt of the following documents: 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). Please contact me at 763- 287 -7173 if you have any questions or comments regarding the attached information. Thank you. Sincerely, WSB & Associates, Inc. Morg Da ey, E Proje ana r Enclosures Minneapolis ❑ St. Cloud Equal Opportunity Employer Ms. Karen Kill March 31, 2010 Page 2 cc: Andy Brotzler, City of Rosemount Thomas Ryan, Ryan Contracting Co. tsf A& WSB car Associates, Inc. Owner: City of Rosemount 2875145th Street West Rosemount, MN 55068 -4941 For Period: 9/1/2010 to 12/14/2010 Contractor: Ryan Contracting Co. 26350 France Avenue Elko, MN 55020 Pay Voucher Rsmt - CR 73 Improvements Client Contract No.: Project No.: 01556 -59 Client Project No.: 399 Date: 12114/2010 Request No.: 6 & FINAL Project Summary 1 Original Contract Amount $2,358,964.25 2 Contract Changes - Addition $37,167.25 3 Contract Changes - Deduction ($500.00) 4 Revised Contract Amount $2,395,631.50 5 Value Completed to Date $2,243,828.84 6 Material on Hand $0.00 7 Amount Earned $2,243,828.84 8 Less Retainage $0.00 9 Subtotal $2,243,828.84 10 1 Less Amount Paid Previously $2,082,074.10 11 Liquidated Damages $0.00 12 JAMOUNT DUE THIS PAY VOUCHER NO.6 & FINAL $161,754.74 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: WSB &Associates, Inc. Approved by Contractor: Ryan Contracting Co. Specified Contract Completion Date: 11/24/2010 Comment: Approved by: Project Manager Construction Observer: Approved by Owner: City of Rosemount Date: Approved by: Dakota County Page 1 of 6 Project Material Status Item No. I Item Description Units Unit Price I Contract Quantity I Quantity to Date I Current Quantity I Amount to Date Base Bid 1 2021.501 MOBILIZATION LUMP SUM $170,000.00 1 1 0 $170,000.00 2 2031.501 FIELD OFFICE TYPE D- MODIFIED EACH $10,000.00 1 1 0 $10,000.00 3 2101.502 CLEARING TREE $100.00 1 0 0 $0.00 4 2101.507 GRUBBING TREE $50.00 1 0 0 $0.00 5 2104.501 REMOVE CONCRETE CULVERT LIN FT $4.00 231 108 0 $432.00 6 2104.501 REMOVE METAL CULVERT LIN FT $2.001 143 179 0 $358.00 7 12104.501 REMOVE CURB AND GUTTER LIN FT $3.00 76 120 0 $360.00 8 2104.501 REMOVE WATERMAIN LIN FT $10.00 49 30 0 $300.00 9 2104.505 REMOVE BITUMINOUS PAVEMENT (P) SQ YD $2.00 1602 1559.8 0 $3,119.60 10 2104.507 REMOVE RIPRAP CU YD $2.00 25 25 0 $50.00 11 2104.509 REMOVE VEHICULAR GATE EACH $100.00 1 1 0 $100.00 12 2104.509 REMOVE CONCRETE APRON EACH $100.00 7 4 0 $400.00 13 2104.509 REMOVE METAL APRON EACH $20.00 8 2 0 $40.00 14 2104.509 REMOVE SIGN TYPE C EACH $25.00 13 9 0 $225.00 15 2104.509 REMOVE MAIL BOX SUPPORT EACH $35.00 1 1 0 $35.00 16 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $30.00 3 0 0 $0.00 17 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $3.00 156 324 32 $972.00 18 2104.521 SALVAGE WATER MAIN LIN FT $10.00 146 66.05 0 $660.50 19 12104.523 SALVAGE GATE VALVE & BOX EACH $100.00 2 2 0 $200.00 20 2104.523 SALVAGE HYDRANT & VALVE EACH $200.00 3 3 0 $600.00 21 2104.523 1 SALVAGE SIGN TYPE C EACH $25.001 4 3 0 $75.00 22 2105.501 COMMON EXCAVATION (P) CU YD $2.50 35695 35695 0 $89,237.50 23 2105.507 SUBGRADE EXCAVATION (P) CU YD $2.50 27827 27827 0 $69,567.50 24 2105.522 SELECT GRANULAR BORROW (CV) CU YD $4.00 26397 17668 0 $70,672.00 25 2105.601 DEWATERING LUMP SUM $1.00 1 0 0 $0.00 26 2105.607 EXCAVATION SPECIAL 1 (P) CU YD $3.00 4905 4905 0 $14,715.00 27 2105.607 EXCAVATION SPECIAL 2 (P) CU YD 1 $3.00 5674 5674 0 $17,022.00 28 2105.607 EXCAVATION SPECIAL 3 (P) CU YD $3.00 6484 6484 0 $19,452.00 29 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR $80.00 60 9.5 5.5 $760.00 30 2130.501 WATER M GALLONS $20.00 50 0 0 $0.00 31 2211.503 AGGREGATE BASE (CV) CLASS 5 CU YD $16.00 10857 9359.58 0 $149,753.28 32 12221.503 AGGREGATE SHOULDERING (CV) CLASS 2 CU YD $30.00 87 47.85 0 $1,435.50 33 2350.501 TYPE LV 3 WEARING COURSE MIXTURE (C) TON $150.00 13 11.05 0 $1,657.50 34 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON $30.00 9865 7503.4 0 $225,102.00 35 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) TON $47.50 6058 6246 0 $296,685.00 36 2451.507 GRANULAR BEDDING (CV) CU YD $0.01 974.6 0 0 $0.00 37 2501.515 18" RC PIPE APRON EACH $400.00 3 3 0 $1,200.00 38 12501.515 24" RC PIPE APRON EACH $500.00 1 1 0 $500.00 39 2501.515 33" RC PIPE APRON EACH $1,000.00 1 1 0 $1,000.00 40 2501.567 21" SPAN CS SAFETY APRON & GRATE DESIGN 3128 EACH $1,000.00 2 2 0 $2,000.00 41 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH $300.00 3 3 0 $900.00 42 2501.602 TRASH GUARD FOR 24" PIPE APRON EACH $475.00 1 1 0 $475.00 43 2501.602 TRASH GUARD FOR 33" PIPE APRON EACH $780.00 1 1 0 $780.00 44 2502.521 4" TP PIPE DRAIN LIN FT $10.00 20 18 0 $180.00 45 2502.541 4" PERF PE PIPE DRAIN LIN FT $5.00 3506 1080 0 $5,400.00 46 2503.511 15" CP PIPE SEWER (SMOOTH) LIN FT $18.00 370 370 0 $6,660.00 47 2503.521 22" SPAN RC PIPE -ARCH SEWER CLASS IIA LIN FT $50.00 149 157 0 $7,850.00 48 2503.541 15' RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $23.00 3680 3719 137 $85,537.00 49 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $25.001 1369 1324 0 $33,100.00 50 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III I LIN FT $27.001 318 313 0 $8,451.00 Page 2 of 6 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 51 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $29.00 1293 1293 0 $37,497.00 52 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $48.00 243 253 0 $12,144.00 53 2503.541 33" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $56.00 109 127 0 $7,112.00 54 2504.602 CONNECT' TO EXISTING WATER MAIN EACH 1 $500.00 9 7 0 $3,500.00 55 2504.602 HYDRANT EACH $2,500.00 2 2 0 $5,000.00 56 2504.602 INSTALL HYDRANT AND VALVE EACH $200.00 3 3 0 $600.00 57 2504.602 INSTALL GATE VALVE AND BOX EACH $200.00 1 1 1 $200.00 58 2504.602 INSTALL PLUG EACH $200.00 4 2 0 $400.00 59 2504.602 6" GATE VALVE AND BOX EACH $1,000.00 21 2 0 $2,000.00 60 12504.602 8" GATE VALVE AND BOX EACH $1,300.00 2 2 0 $2,600.00 61 2504.602 12" GATE VALVE AND BOX EACH $2,100.00 3 3 0 $6,300.00 62 2504.603 VALVE BOX EXTENSION LIN FT $50.00 5.5 5.5 0 $275.00 63 2504.603 HYDRANT RISER LIN FT $400.00 4.5 5.5 0 $2,200.00 64 2504.603 INSTALL WATERMAIN LIN FT $30.00 146 65.65 0 $1,969.50 65 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $28.00 98 97.8 0 $2,738.40 66 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT $29.00 224 215.3 0 $6,243.70 67 2504.603 12" WATER MAIN -DUCT IRON CL 52 LIN FT $31.00 1144 1118.5 0 $34,673.50 68 2504.603 16" WATER MAIN -DUCT IRON CL 52 LIN FT $100.00 19 16 0 $1,600.00 69 2504.604 4" POLYSTYRENE INSULATION SO YD $22.00 176 1.8 0 $39.60 70 2504.608 DUCTILE IRON FITTINGS POUND $1.50 4765 4415 0 $6,622.50 71 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN G LIN FT $165.00 17.4 17.1 0.54 $2,821.50 72 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD LIN FT $249.00 6.5 5.49 -0.6 $1,367.01 73 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $165.00 344.5 362.7 37.85 $59,845.50 74 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 541020 LIN FT $245.00 30.6 31.86 3.671 $7,805.70 75 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 LIN FT $400.00 9.71 10.23 0.68 $4,092.00 76 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72 -4020 LIN FT $430.00 5.8 4.89 0.29 $2,102.70 77 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X3') EACH $680.00 30 30 0 $20,400.00 78 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $9,000.00 1 1 0 $9,000.00 79 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH $3,000.00 1 1 0 $3,000.00 80 2506.516 CASTING ASSEMBLY EACH $500.00 117 120 0 $60,000.00 81 2506.522 ADJUST FRAME & RING CASTING EACH $300.00 11 0 0 $0.00 82 2506.602 RECONSTRUCT MANHOLES EACH $300.00 16 9 0 $2,700.00 83 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $300.00 1 1 0 $300.00 84 2506.602 CONNECT INTO EXISTING STORM SEWER EACH $300.00 4 4 0 $1,200.00 85 2511.501 RANDOM RIPRAP CLASS IV CU YD $80.00 120 230.56 0 $18,444.80 86 2511.515 GEOTEXTILE FILTER TYPE IV SO YD $2.00 206 149 0 $298.00 87 2521.501 4" CONCRETE WALK SO FT $2.25 49166 48072 0 $108,162.00 88 2521.511 2.5" BITUMINOUS WALK SO FT $2.00 77865 75995 0 $151,990.00 89 2531.501 CONCRETE CURB & GUTTER DESIGN 8418 LIN FT $10.00 19834 19698 0 $196,980.00 90 2531.501 CONCRETE CURB & GUTTER DESIGN 8618 LIN FT $20.00 28 22 0 $440.00 91 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SO YD $50.00 51 20 0 $1,000.00 92 2531.618 TRUNCATED DOMES SO FT $30.001 224 384 0 $11,520.00 93 2540.602 MAILBOX SUPPORT EACH $150.00 1 1 0 $150.00 94 2545.523 2" NON - METALLIC CONDUIT LIN FT $2.00 1720 1648 0 $3,296.00 95 2550.602 INSTALL HANDHOLE EACH $300.00 4 3 0 $900.00 96 12550.603 INSTALL CONDUIT LIN FT $3.00 2000 1427.51 0 $4,282.50 97 2554.505 PERMANENT BARRICADES LIN FT $30.00 248 248 0 $7,440.00 98 2563.601 TRAFFIC CONTROL LUMP SUM $10,000.001 1 1 0.25 $10,000.00 99 2564.531 SIGN PANELS TYPE SPECIAL SO FT $30.00 42.38 42.38 0 $1,271.40 100 2564.5311 SIGN PANELS TYPE C SO FT $29.50 385.83 385.83 0 $11,381.99 Page 3 of 6 Item No. Item Description Units 101 2564.537 INSTALL SIGN TYPE C EACH 102 2564.550 DELINEATOR TYPE X4 -6 EACH 103 2564.552 HAZARD MARKER X4 -2 EACH 104 2564.554 SNOW PLOW MARKER X4 -5 EACH 105 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 106 2573.530 STORM DRAIN INLET PROTECTION EACH 107 2573.602 CULVERT PROTECTION EACH 108 2575.501 SEEDING ACRE 109 2575.502 SEED MIXTURE 250 POUND 110 2575.502 SEED MIXTURE 310 POUND 111 2575.502 SEED MIXTURE 350 POUND 112 2575.505 SODDING TYPE LAWN SQ YD 113 2575.511 MULCH MATERIAL TYPE 1 TON 114 2575.511 MULCH MATERIAL TYPE 3 TON 115 2575.519 DISK ANCHORING ACRE 116 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 117 2575.532 FERTILIZER TYPE 2 POUND 118 2575.532 FERTILIZER TYPE 4 POUND 119 2582.501 PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH 120 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH 121 2582.501 PAVEMENT MESSAGE (RR XING) PAINT EACH 122 2582.501 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORM EACH 123 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORM EACH 124 2582.501 PAVEMENT MESSAGE (RR XING) POLY PREFORM EACH 125 2582.502 4" SOLID LINE WHITE -PAINT LIN FT 126 2582.502 24" STOP LINE WHITE -PAINT LIN FT 127 2582.502 4" SOLID LINE YELLOW -PAINT LIN FT 128 2582.502 24" SOLID LINE YELLOW -PAINT LIN FT 129 2582.502 4" DOUBLE SOLID LINE YELLOW -PAINT LIN FT 130 2582.502 4" SOLID LINE WHITE -EPDXY LIN FT 131 2582.502 24" STOP LINE WHITE -EPDXY LIN FT 132 2582.502 4" SOLID LINE YELLOW -EPDXY LIN FT 133 2582.502 24" SOLID LINE YELLOW -EPDXY LIN FT 134 2582.502 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date $100.00 4 4 0 $400.00 $85.00 8 14 0 $1,190.00 $65.00 4 4 0 $260.00 $75.00 3 3 0 $225.00 $1.65 7306 7725 1541 $12,746.25 $300.00 107 100 19 $30,000.00 $300.00 2 2 0 $600.00 $75.00 8.9 9.11 0 $683.25 $2.00 494 492.8 0 $985.60 $14.00 56 45.1 0 $631.40 $4.00 93 128.45 0 $513.80 $5.00 386 708 708 $3,540.00 $100.00 13.5 14.08 0 $1,408.00 $100.00 3.6 4.14 0 $414.00 $65.00 8.5 9.11 0 $592.15 $1.00 3412 2541 0 $2,541.00 $0.40 1412 1408 0 $563.20 $0.40 215 248.4 0 $99.36 $35.00 17 0 0 $0.00 $35.00 16 0 0 $0.00 $175.00 2 0 0 $0.00 $250.00 17 17 0 $4,250.00 $250.00 16 16 0 $4,000.00 $1,000.00 2 2 2 $2,000.00 $0.10 11524 0 0 $0.00 $1.50 45 0 0 $0.00 $0.10 9979 0 0 $0.00 $1.50 463 0 0 $0.00 $0.10 1849 0 0 $0.00 $0.22 11524 111701 0 $2,457.40 $7.00 45 116 0 $812.00 $0.22 9979 5305 0 $1,167.10 $5.00 463 127 0 $635.00 $0.44 1849 1185 0 $521.40 Totals For Section Base Bidl $2,207,161.59 Backsheet1 135 2105.605 1 ERODIBLE ACRE WITHHOLDING JACRE 1 ($3,000.00) 01 01 0 $0.00 Totals For Backsheet 1: 1 $0.00 Backsheet2 146 193677 1 PAVEMENT DENSITY INCENTIVE I LUMP SUM 1 $13,389.10 11 11 1 $13,389.10 Totals For Backsheet 2: $13,389.10 Work Order 1 136 194709 1 STORM LINE 5,037 TO 5,037A LUMP SUM 1 $11,147.751 1 1 11 0 $11,147.75 Totals For Work Order 1: $11,147.75 Work Order 2 137 194710 1 MOD EXISTING STORM 75 LUMP SUM 1 $998.061 11 11 0 $998.06 Totals For Work Order 2: $998.06 Work Order 3 138 94894 1 STORM LINE 5037 TO 5036 ILUMPSUMI $1,497.711 11 11 1 $1,497.71 Totals For Work Order 3: $1,497.71 Page 4 of 6 Item No. I Item Description Units Unit Price I Contract Quantity IQuantitytoDate I Current Quantity jAmounttoDate Work Order 4 139 94896 STORM STRUCTURE MODS 5021, 5024, 5018, 5016 1 LUMP SUM 1 $750.00 1 1 1 $750.00 140 194897 GROUTED RIPRAP I LUMP SUM 1 $3,433.731 1 1 1 $3,433.73 Totals For Work Order 4: $4,183.73 Work Order 5 141 194899 1 ADJUST GATE VALVE BOX LUMP SUM 1 $3,850.001 1 1 1 1 1 $3,850.00 Totals For Work Order 5: $3,850.00 Work Order 6 142 194900 1 INSTALL AND ADJUST CASTING I LUMP SUM 1 $1,047.111 1 1 1 $1,047.11 Totals For Work Order 6: $1,047.11 Work Order 7 143 194902 1 ALIGN GATE VALVE BOX LUMP SUM 1 $1,053.79 11 1 1 $1,053.79 Totals For Work Order 7: $1,053.79 Work Order 8 144 2582.501 PAVEMENT MESSAGE (RR XING) POLY PREFORM I EACH 1 ($1,000.00) 21 21 2 ($2,000.00) 145 2582.501 PAVEMENT MESSAGE (RR XING) POLY PREFORM I EACH 1 $750.001 21 21 2 $1,500.00 Totals For Work Order 8: ($500.00) Project Totals: $2,243,828.84 Page 5 of 6 Project Payment Status Owner: City of Rosemount Client Project No.: 399 Client Contract No.: Project No.: 01556 -59 Contractor: Ryan Contracting Co. Contract Chances No. Type Date Description Amount BK1 Backsheet 5/28/2010 Erodible Acres Back sheet $0.00 W01 Work Order 7/30/2010 Storm Line 5,037 to 5,037A $11,147.75 W02 Work Order 7/30/2010 Modification to an Existing Storm Structure 75 $998.06 W03 Work Order 12/13/2010 Storm line from 5037 to 5036 $1,497.71 W04 Work Order 12/13/2010 Modify storm struct 5021, 5024, 5018, 5016; Grout riprap 5013, 5085A, 5095 $4,183.73 W05 Work Order 12/13/2010 Adjust gate valve boxes $3,850.00 W06 Work Order 12/13/2010 Install and adjust casting $1,047.11 W07 Work Order 12/13/2010 lAlign gate valve box $1,053.79 W08 lWork Order 12/13/2010 Pavement message (RR Crossing) cost adjustment ($500.00) BK2 113acksheet 12/13/2010 Paving density incentive $13,389.10 Change Order Totals: $36,667.25 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 4/1/2010 4/30/2010 $355,003.00 $355,003.00 $18,684.37 $18,684.37 $373,687.37 $338,183.54 $338,183.54 2 5/1/2010 5/31/2010 $336,263.99 $691,266.99 $17,698.10 $36,382.47 $727,649.46 $378,910.63 $717,094.17 3 6/1/2010 6/30/2010 $319,825.83 $1,011,092.82 $16,832.94 $53,215.41 $1,064,308.23 $347,214.06 $1,064,308.23 4 7/1/2010 7/31/2010 $595,849.79 $1,606,942.61 $31,360.52 $84,575.93 $1,691,518.54 $627,210.31 $1,691,518.54 5 8/1/2010 8/31/2010 $475,131.49 $2,082,074.10 $25,006.92 $109,582.85 $2,191,656.95 $500,138.41 $2,191,656.95 6 & FINAL 9/1/2010 12/14/2010 $161,754.74 $2,243,828.84 ($109,582.85) $0.00 $2,243,828.84 $52,171.89 $2,243,828.84 Payment Totals: $2,243,828.84 $0.001 $2,243,828.841 1 $2,243,828.84 Project Summary Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: $0.00 $2,243,828.84 Original Contract: $0.00 Contract Changes: $2,243,828.84 Revised Contract: Page 6 of 6 $2,358,964.25 $36,667.25 $2,395,631.50