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Home My WebLink About6.k. Payment #15 & Final - Akron Avenue Trunk Utility & Railroad Improvements, City Project #417�i►D1X(__')/SEM0L1NT EXECUTIVE SUMMARY CITY COUNCIL City Council Meeting: October 5, 2010 AGENDA ITEM: Payment #15 & Final —Akron Avenue Trunk AGENDA SECTION: Utility and Railroad Improvements, City Consent Project #417 PREPARED BY: Andrew J. Brotzler, PE, Director of Pub c AGENDA NO. Works / City Engineer ATTACHMENTS: Payment Voucher; Map APPROVED BY: RECOMMENDED ACTION: Motion to Approve Payment #15 and Final for the Akron Avenue Trunk Utility and Railroad Improvements, City Project #417, to LaTour Construction. and Accepting it for Perpetual Maintenance. BACKGROUND: This item is on the agenda to request Payment #15 and Final in the amount of $7,271.54 to LaTour Construction for the Akron Avenue Trunk Utility and Railroad Improvements, City Project #417. This project included the extension of trunk sanitary sewer and water facilities along Akron Avenue to provide service to properties along Akron Avenue in anticipation of fixture development. Additionally, this project included improvements of the as -grade railroad crossing on Akron Avenue and the construction of a Metropolitan Council Environmental Services (MCES) sewer interceptor line. The final construction amount of $3,234,348.02 is 1.9% above the revised contract amount of $3,172,651.57, which is under the construction contingency amount of 5 %. This increase in construction cost can be primarily attributed to three factors encountered during construction. First, varying subsurface conditions encountered during utility excavation resulted in a greater than estimated volume of soils deemed unsuitable for backfill of the utility trench, and it was necessary to import additional granular material to the site to replace these clays and other unsuitable materials within the right -of -way. Second, a portion of the existing aggregate base material in the roadway to be salvaged did not meet Dakota County's requirements for reuse on the project, and therefore it was necessary to import additional aggregate material to the site to replace it. Third and finally, the non- negotiable hourly requirements for an on -site railroad flag person required by permit with the railroad for work within railroad right -of -way, and as determined by Union Pacific Railroad, were greater than estimated on the project. SUMMARY: Staff recommends that Council approve Payment #15 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. G: \ENGPRO] \417 \20101005 CC Payment 15 & Final.doc 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 Environmental Construction 701 Xenia Avenue South & Associates. Inc. Suite 300 Minneapolis, MN 55416 Tel: 763 - 541 -4800 Fax: 763 - 541 -1700 September 15, 2010 Honorable Mayor and City Council City of Rosemount 2875 —145' Street West Rosemount, MN 55068 Attn: Cindy Dorniden, City of Rosemount Re: Construction Pay Voucher No. 15 (Final) Akron Avenue Trunk Utility and Railroad Improvements City of Rosemount Project No. 417 WSB Project No. 1668 -30 Dear Mayor and Council Members: Please find enclosed the final Construction Pay Voucher No. 15 for the above - referenced project in the amount of $7,271.54. The final construction amount of $3,234348.02 is 1.9% -more than the revised contract amount of $3,172,651.57, which is under the construction contingency amount of 5 %. This increase in construction cost can be primarily attributed to three factors encountered during construction. First, varying subsurface conditions encountered during utility excavation resulted in a greater than estimated volume of soils deemed unsuitable for backfill of the utility trench, and it was necessary to import additional granular material to the site to replace these clays and other unsuitable materials within the right -of -way. Second, a portion of the existing aggregate base material in the roadway to be salvaged did not meet Dakota County's requirements for reuse on the project, and therefore it was necessary to import additional aggregate material to the site to replace it. Third and finally, the non - negotiable hourly requirements for an on -site railroad flag person required by permit with the railroad for work within railroad right -of -way, and as determined by Union Pacific Railroad, were greater than estimated on the project. The final quantities have been agreed to by the contractor, and we hereby recommend final payment subject to receipt of the following items: 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 (warranty start date to coincide with the date Council approves final payment). Minneapolis ❑ St. Cloud Equal Opportunity Employer Honorable Mayor and City Council September 15, 2010 Page 2 We recommend that you make final payment in the amount of $7,271.54 for LaTour Construction, Inc. at your earliest convenience. 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 le PE Project ager Enclosures cc: Andy Brotzler, City of Rosemount Joseph LaTour, LaTour Construction, Inc. tsf CADa ments and Settings \pco\Local Setlings\Ten"ran' Internet Files\OLKD6\LTR VO 15 FM. M-091510Aoc WSB & Associates, 1►►c. Owner: City of Rosemount 2875 145th Street West Rosemount, MN 55068 -4941 For Period: 8/1/2010 to 8/31/2010 Contractor: Latour Construction 2134 County Road 8 NW Maple Lake, MN 55358 Date: 9114/2010 Request No.: 15 & FINAL Pay Voucher Akron Avenue Trunk Utility and Railroad Improvements Client Contract No.: Project No.: 01668 -30 Client Project No.: 417 Project Summary 1 Original Contract Amount $3,102,181.66 2 Contract Changes - Addition $709,361.46 3 Contract Changes - Deduction ($638,891.55) 4 Revised Contract Amount $3,172,651.57 5 JValue Completed to Date $3,234,348.02 6 Material on Hand $0.00 7 Amount Earned $3,234,348.02 8 Less Retainage $0.00 9 Subtotal $3,234,348.02 10 1 Less Amount Paid Previously $3,227,076.48 11 ILiquidat ed Damages $0.00 12 JAMOUNT DUE THIS PAY VOUCHER NO. 15 & FINAL $7,271.54 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: WSR & Associates, Inc. , Approved Latour 0 Specified Contract Completion Date: 12/31/2009 Comment: Construction Observer: Approved by Owner: City of Rosemount Date: Page 1 of 9 Project Material Status Item No. I Item I Description JUnits Unit Price I Contract Quantity I Quantity to Date I Current Quantity Amount to Date SCHEDULE A - SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION (2 %) LUMP SUM $13,250.00 1 1 0 $13,250.00 2 2104.501 REMOVE PIPE CULVERTS LIN FT $2.70 130 154 0 $415.80 3 2104.501 REMOVE_ CURB AND GUTTER LIN FT $4.50 60 0 0 $0.00 4 2104.501 REMOVE FENCE LIN FT $1.35 1575 2200 0 $2,970.00 5 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $3.00 130 0 0 $0.00 6 12104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $3.00 110 0 0 $0.00 7 2104.521 SALVAGE PIPE SEWER LIN FT $9.00 115 0 0 $0.00 8 2104.523 SALVAGE PIPE APRON EACH $180.00 1 0 0 $0.00 9 2104.523 SALVAGE SIGN EACH $15.00 10 2 0 $30.00 10 2104.607 SALVAGE RANDOM RIPRAP CU YD $18.00 6 0 0 $0.00 11 2104.619 SALVAGE UNCLASSIFIED MATERIAL ROAD STA $270.001 52 35.4 0 $9,558.00 12 12105.501 COMMON EXCAVATION (P) CU YD $4.50 560 390 0 $1,755.00 13 2105.521 GRANULAR BORROW (CV) (P) CU YD $10.50 660 2837.07 0 $29,789.24 14 2105.522 SELECT GRANULAR BORROW (CV) CU YD $15.00 140 0 0 $0.00 15 2105.601 DEWATERING LUMP SUM $0.01 1 0 0 $0.00 16 2105.601 TEMPORARY ROAD 1 LUMP SUM $1,650.00 1 1 0 $1,650.00 17 2105.601 TEMPORARY ROAD 2 LUMP SUM $1,950.001 1 1 0 $1,950.00 18 12105.619 UNCLASSIFIED MATERIAL PLACEMENT ROAD STA $162.00 52 35.4 0 $5,734.80 19 2112.501 SUBGRADE PREPARATION ROAD STA $140.00 52.3 35.4 0 $4,956.00 20 2211.501 AGGREGATE BASE CLASS 5 TON $12.00 675 2987.87 0 $35,854.44 21 2211.607 AGGREGATE BASE SPECIAL (CV) CU YD $6.00 3350 1325 0 $7,950.00 22 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON $125.00 30 0 0 $0.00 23 2350.502 TYPE NIV 3 NON WEARING COURSE MIXTURE (B) TON $105.00 30 0 0 $0.00 24 12357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.00 15 0 0 $0.00 25 2501.511 12" CS PIPE CULVERT LIN FT $25.50 85 54 0 $1,377.00 26 2501.511 24" CS PIPE CULVERT LIN FT $32.80 45 46 0 $1,508.80 27 2501.573 INSTALL PIPE APRON EACH $230.00 1 0 0 $0.00 28 2503.571 INSTALL PIPE SEWER LIN FT $15.30 115 0 0 $0.00 29 2511.515 GEOTEXTILE FILTER TYPE IV SQ YD $2.00 9 0 0 $0.00 30 2511.607 INSTALL RANDOM RIPRAP CU YD $16.00 6 0 0 $0.00 31 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $26.50 60 0 0 $0.00 32 2540.602 SALVAGE AND REINSTALL MAIL BOX EACH $130.00 4 1 0 $130.00 33 2540.602 MAIL BOX (TEMPORARY) EACH $90.00 4 1 0 $90.00 34 2563.601 TRAFFIC CONTROL LUMP SUM $8,000.00 1 1 0 $8,000.00 35 2564.602 INSTALL SIGN EACH $85.00 10 0 0 $0.00 36 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $1.55 14500 8680 0 $13,454.00 37 2573.540 FILTER LOG TYPE WOOD FIBER BIOROLL LIN FT $2.95 160 0 0 $0.00 38 2575.501 SEEDING ACRE $125.001 16 12.57 0 $1,571.25 39 2575.502 SEED MIXTURE 250 POUND $2.60 1100 895 0 $2,327.00 40 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL 8, FERT.) SQ YD $3.00 4650 2136 0 $6,408.00 41 2575.511 MULCFi MATERIAL TYPE 1 TON $150.00 30.5 32.8 0 $4,920.00 42 2575.519 DISK ANCHORING ACRE $65.00 15.5 13.65 0 $887.25 43 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 JSQYD $1.10 2850 650 0 $715.00 44 12575.532 1 COMMERCIAL FERTILIZER ANALYSIS 23 -0 -23 IPOUND 1 $0.551 3200 2550 0 $1,402.50 Totals For Section SCHEDULE A - SURFACE IMPROVEMENTS: $158,654.08 SCHEDULE B - RAILROAD CROSSING SURFACE IMPROVEMENTS 45 2021.501 MOBILIZATION (2 %) LUMP SUM $7,500.00 1 1 0 $7,500.00 46 2104.523 SALVAGE SIGN EACH $20.00 2 0 0 $0.00 47 2104.601 REMOVE MISCELLANEOUS DEBRIS LUMP SUM $935.00 1 1 0 $935.00 48 2104.619 SALVAGE UNCLASSIFIED MATERIAL ROAD STA $335.00 5.1 5.1 0 $1,708.50 Page 2 of 9 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 49 2105.501 COMMON EXCAVATION (P) CU YD $2.00 1125 1125 0 $2,250.00 50 2105.521 GRANULAR BORROW (CV) (P) CU YD $9.70 7025 7880.26 0 $76,438.52 51 2105.522 SELECT GRANULAR BORROW (CV) CU YD $10.20 2000 1429.5 0 $14,580.90 52 2105.619 UNCLASSIFIED MATERIAL PLACEMENT ROAD STA $265.00 5.1 5.1 0 $1,351.50 53 2112.501 SUBGRADE PREPARATION ROAD STA $225.00 5.11 5.1 0 $1,147.50 54 2211.501 AGGREGATE BASE CLASS 5 TON $11.80 1320 1320 0 $15,576.00 55 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON $77.00 515 491.39 0 $37,837.03 56 2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (B) TON $66.00 515 436.51 0 $28,809.66 57 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.25 350 140 0 $315.00 58 2511.501 RANDOM RIPRAP CLASS IV CU YD $78.50 100 16 0 $1,256.00 59 2511.515 GEOTEXTILE FILTER TYPE IV SQ YD $2.00 50 20 0 $40.00 60 2521.501 4" CONCRETE WALK SQ FT $4.40 1050 1227 0 $5,398.80 61 2521.604 2" BITUMINOUS PATH SQ YD $27.00 420 553 0 $14,931.00 62 2531.501 CONCRETE CURB & GUTTER DESIGN 8618 LIN FT $12.70 890 943 0 $11,976.10 63 2531.602 CONCRETE MEDIAN NOSE DESIGN 7109 EACH $220.00 4 4 0 $880.00 64 2563.610 FLAG PERSON HOUR $72.00 200 458.25 0 $32,994.00 65 2564.602 INSTALL SIGN EACH $125.00 2 0 0 $0.00 66 2564.603 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT $1.00 560 730 0 $730.00 67 2564.603 12" SOLID LINE WHITE -EPDXY LIN FT $7.00 50 32 0 $224.00 68 2564.603 24" SOLID LINE YELLOW -EPDXY LIN FT $5.00 90 54 0 $270.00 69 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $1.55 1100 1022 0 $1,584.10 70 2575.501 SEEDING ACRE $400.00 1.7 0 0 $0.00 71 2575.511 MULCH MATERIAL TYPE 1 TON $350.00 1 0 0 $0.00 72 2575.519 DISK ANCHORING ACRE $65.00 0.5 0 0 $0.00 73 2575.523 1 EROSION CONTROL BLANKETS CATEGORY 3 ISQYD $1.10 5850 4055 0 $4,460.50 74 12575.532 1COMMERCIAL FERTILIZER ANALYSIS 23 -0 -23 IPOUND 1 $0.60 3401 01 0 $0.00 Totals For Section SCHEDULE B - RAILROAD CROSSING SURFACE IMPROVEMENTS: $263,194.11 SCHEDULE B2 - RAILROAD CROSSING SANITARY SEWER IMPROVEMENTS 75 2451.602 1GRANULAR FOUNDATION AND /OR BEDDING TON $0.011 50 0 0 $0.00 76 2503.541 20" PV , PIPE SEWER DESIGN PRESSURE -OR 18 LIN FT $135.00 511 511 0 $68,985.00 77 2503.603 36" STEEL CASING PIPE (JACKED) LIN FT $1,017.00 220 220 0 $223,740.00 78 2503.603 SANITARY SEWER INSPECTION (TELEVISING) LIN FT $1.10 511 511 0 $562.10 79 2506.516 CASTING ASSEMBLY (SANITARY) EACH $905.00 2 2 0 $1,810.00 80 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT $95.00 881 87.93 0 $8,353.35 81 12540.6011 RAILROAD CROSSING I LUMP SUM 1$2,300.001 11 11 0 $2,300.00 Totals For Section SCHEDULE B2 - RAILROAD CROSSING SANITARY SEWER IMPROVEMENTS: $305,750.45 SCHEDULE B3 - RAILROAD CROSSING TRUNK WATER MAIN IMPROVEMENTS 82 2451.602 GRANl.1LAR FOUNDATION AND /OR BEDDING TON $0.01 50 0 0 $0.00 83 2504.602 HYDRANT EACH $2,660.00 1 1 0 $2,660.00 84 2504.602 6" GATE VALVE AND BOX EACH $870.00 1 1 0 $870.00 85 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $34.40 19 20.2 0 $694.88 86 2504.603 12" WATER MAIN -DUCT IRON CL 52 LIN FT $53.00 511 511 0 $27,083.00 87 2504.603 30" STEEL CASING PIPE (JACKED) LIN FT $360.001 100 100 0 $36,000.00 88 2504.604 4" POLYSTYRENE INSULATION SQ YD $26.00 10 3.55 0 $92.30 89 2504.608 DUCTILE IRON FITTINGS POUND $1.00 500 325 0 $325.00 90 2540.601 RAILROAD CROSSING LUMP SUM $2,300.00 1 1 0 $2,300.00 91 2550.512 HANDHOLE EACH $495.00 1 1 0 $495.00 92 2550.603 2" FLE!IXIBLE NON - METALLIC CONDUIT LIN FT $2.40 5501 511 0 $1,226.40 Totals For Section SCHEDULE B3 - RAILROAD CROSSING TRUNK WATER MAIN IMPROVEMENTS: $71,746.58 SCHEDULE C - SANITARY SEWER IMPROVEMENTS Page 3 of 9 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 93 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON $0.01 500 0 0 $0.00 94 2503.541 10" PVC PIPE SEWER DESIGN PRESSURE - DR 25 LIN FT $67.00 20 38 0 $2,546.00 95 2503.541 8" PVC PIPE SEWER DESIGN PRESSURE - DR 18 LIN FT $118.50 769 391 0 $46,333.50 96 12503.541 20" PVC PIPE SEWER DESIGN PRESSURE - DR 18 LIN FT $159.601 2292 637.55 0 $101,752.98 97 2503.541 24" PVC PIPE SEWER DESIGN PRESSURE - DR 18 LIN FT $140.70 966 966 0 $135,916.20 98 2503.541 24" PVC ?IPE SEWER DESIGN PRESSURE - DR 25 LIN FT $98.90 1710 1772 0 $175,250.80 99 2503.603 8" PVC PIPE SEWER - SDR 26 LIN FT $25.00 49 49 0 $1,225.00 100 2503.603 36" STEEL CASING PIPE (JACKED) LIN FT $1,000.00 342 342 0 $342,000.00 101 2503.603 SANITARY SEWER INSPECTION (TELEVISING) LIN FT $1.10 57861 3781 0 $4,159.10 102 12506.6031 CONST 48" DIA SAN SEWER MANHOLE LIN FT $90.001 6061 397.81 0 $35,802.90 Totals For Section SCHEDULE C - SANITARY SEWER IMPROVEMENTS: $844,986.48 SCHEDULE D - MCES SANITARY SEWER IMPROVEMENTS 103 2021.501 MOBILIZATION (2 %) LUMP SUM $7,000.00 1 1 0 $7,000.00 104 2104.501 REMOVE SEWER PIPE (SANITARY) LIN FT $55.00 30 50 0 $2,750.00 105 2104.525 ABANDON MANHOLE EACH $850.00 3 3 0 $2,550.00 106 2104.603 ABANDON PIPE SEWER- SANITARY LIN FT $6.70 1255 1255 0 $8,408.50 107 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON $0.01 500 0 0 $0.00 108 2503.511 24" SANITARY PIPE SEWER LIN FT $136.00 1127 1136 0 $154,496.00 109 2503.511 30" SANITARY PIPE SEWER LIN FT $199.50 195 195 0 $38,902.50 110 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM $15,000.00 1 1 0 $15,000.00 111 2503.601 COORDINATE CONNECTIONS AND DIVERSION OF SEWAGE LUMP SUM $1,350.00 1 1 0 $1,350.00 112 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $10,000.00 2 2 0 $20,000.00 113 2503.603 18" OUTSIDE DROP LIN FT $1,930.00 5.5 4.5 0 $8,685.00 114 2503.603 18" DUCTILE IRON PIPE SEWER CL 52 LIN FT $174.30 20 20 0 $3,486.00 115 2503.603 SANITARY SEWER INSPECTION (TELEVISING) LIN FT $1.10 1322 1330 0 $1,463.00 116 2506.601 CONTROL STRUCTURE LUMP SUM $145,000.00 1 1 0 $145,000.00 117 2506.602 CASTING ASSEMBLY (SANITARY) EACH $710.00 3 4 0 $2,840.00 118 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT $280.00 37.8 37.53 0 $10,508.40 119 2506.603 CONST 60" DIA SAN SEWER MANHOLE LIN FT $345.00 24.2 24.48 0 $8,445.60 120 2506.603 CONST 72" DIA SAN SEWER MANHOLE LIN FT $385.00 28.3 28.32 0 $10,903.20 121 2540.602 BOLLARD EACH $315.00 5 5 0 $1,575.00 Totals For Section SCHEDULE D - MCES SANITARY SEWER IMPROVEMENTS: $443,363.20 SCHEDULE E - TRUNK WATER MAIN IMPROVEMENTS 122 2104.521 SALVAGE WATER MAIN LIN FT $9.00 40 40 0 $360.00 123 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON $0.01 500 0 0 $0.00 124 2504.602 CONNECT TO EXISTING WATER MAIN EACH $1,000.00 1 1 0 $1,000.00 125 2504.602 HYDRANT EACH $2,620.00 10 8 0 $20,960.00 126 2504.602 6" GATE VALVE AND BOX EACH $870.001 10 8 0 $6,960.00 127 2504.60218' GATE VALVE AND BOX EACH $1,165.00 9 6 0 $6,990.00 128 2504.602112' GATE VALVE AND BOX EACH $1,960.00 11 6 0 $11,760.00 129 2504.602 16" GATE VALVE AND BOX EACH $5,500.00 1 0 0 $0.00 130 2504.603 VALVE BOX EXTENSION LIN FT $62.00 22 13 0 $806.00 131 2504.603 INSTALL SALVAGED WATER MAIN LIN FT $13.00 40 0 0 $0.00 132 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $24.60 222 185 0 $4,551.00 133 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT $30.50 614 455 0 $13,877.50 134 2504.603112- WATER MAIN -DUCT IRON CL 52 LIN FT $45.60 5278 3883 0 $177,064.80 135 2504.603 16" WATER MAIN -DUCT IRON CL 52 LIN FT $65.30 100 0 0 $0.00 136 2504.603 VALVE STEM EXTENSION LIN FT $42.00 22 0 0 $0.00 137 2504.604 4" POLYSTYRENE INSULATION SQ YD $24.701 30 0 0 $0.00 138 2504.608 DUCTILE IRON FITTINGS POUND $1.101 8500 10639 0 $11,702.90 Page 4 of 9 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 139 2545.602 HANDHOLE EACH $495.00 13 13 0 $6,435.00 140 2550.603 2" FLEXIBLE NON- METALLIC CONDUIT LIN FT $2.40 5760 3926 0 $9,422.40 Totals For Section SCHEDULE E - TRUNK WATER MAIN IMPROVEMENTS: $271,889.60 SCHEDULE F - TRUNK RAW WATER MAIN IMPROVEMENTS 141 2104.521 SALVAGE WATER MAIN LIN FT $11.00 50 0 0 $0.00 142 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON $0.01 1000 0 0 $0.00 143 2504.602 CONNECT TO EXISTING WATER MAIN EACH $1,000.00 1 0 0 $0.00 144 2504.602 6" GATE VALVE AND BOX EACH $870.00 1 0 0 $0.00 145 2504.602 12" GATE VALVE AND BOX EACH $1,960.00 1 0 0 $0.00 146 12504.602 16" GATE VALVE AND BOX EACH $5,500.00 3 0 0 $0.00 147 2504.602 HYDRANT, TYPE BLOW -OFF EACH $2,760.00 1 0 0 $0.00 148 2504.603 VALVE BOX EXTENSION LIN FT $62.00 12 0 0 $0.00 149 2504.603 INSTALL SALVAGED WATER MAIN LIN FT $16.00 50 0 0 $0.00 150 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $24.60 18 01 0 $0.00 151 2504.603112' WATER MAIN -DUCT IRON CL 52 LIN FT $45.601 90 0 0 $0.00 152 2504.603 16" WATER MAIN -DUCT IRON CL 52 LIN FT $62.80 1625 0 0 $0.00 153 2504.603 VALVE STEM EXTENSION LIN FT $42.00 12 0 0 $0.00 154 2504.604 4" POLYSTYRENE INSULATION SQ YD $25.00 10 0 0 $0.00 155 2504.608 DUCTILE IRON FITTINGS POUND $1.70 6000 0 0 $0.00 156 12550.512 HANDHOLE EACH $495.00 4 01 0 $0.00 157 12550.60312' FLEXIBLE NON - METALLIC CONDUIT LIN FT $2.40 20001 01 0 $0.00 Totals For Section SCHEDULE F - TRUNK RAW WATER MAIN IMPROVEMENTS: $0.00 SCHEDULE G - TRUNK STORM SEWER IMPROVEMENTS 158 2501.515 15" RC PIPE APRON WITH TRASH GUARD EACH $575.00 2 2 0 $1,150.00 159 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $21.00 122 119 0 $2,499.00 160 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $44.00 75 75 0 $3,300.00 161 2503.541 36" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $78.50 138 136 0 $10,676.00 162 2503.541 36" RC PIPE SEWER DESIGN 3006 CLASS V- JACKED LIN FT $1,090.00 120 120 0 $130,800.00 163 2503.602 CONSTRUCT BULKHEAD EACH $1,290.001 1 1 0 $1,290.00 164 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $212.001 5.9 6.2 0 $1,314.40 165 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 LIN FT $186.00 14.7 14.9 0 $2,771.40 166 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72 -4020 LIN FT $226.00 19.7 19.62 0 $4,434.12 167 2506.516 CASTING ASSEMBLY (MANHOLE) EACH $600.00 1 1 0 $600.00 168 2506.602 CASTING ASSEMBLY (CATCHBASIN) EACH $455.00 2 2 0 $910.00 169 2511.501 RAND(:)M RIPRAP CLASS III CU YD $78.00 25 17.18 0 $1,340.04 170 2511.515 GEOTEXTILE FILTER TYPE IV SQ YD $2.00 15 15 0 $30.00 171 2540.601 RAILROAD CROSSING LUMP SUM $2,300.001 1 1 0 $2,300.00 Totals For Section SCHEDULE G - TRUNK STORM SEWER IMPROVEMENTS: $163,414.96 Change Order 1 172 2503.601 TCONN I =CT TO EXISTING SANITARY SEWER I LUMP SUM $22,448.37 1 1 1 0 $22,448.37 Totals For Change Order 1: $22,448.37 Change Order 2 173 2104.523 SALVAGE SIGN EACH ($15.00) 2 0 0 $0.00 174 2104.619 SALVAGE UNCLASSIFIED MATERIAL ROAD STA ($270.00) 16 0 0 $0.00 175 2105.619 UNCLASSIFIED MATERIAL PLACEMENT ROAD STA ($162.00) 16 0 0 $0.00 176 2112.501 SUBGRADE PREPARATION ROAD STA ($140.00) 16 0 0 $0.00 177 2211.607 AGGREGATE BASE SPECIAL (CV) CU YD ($6.00) 1000 0 0 $0.00 178 2564.602 INSTALL SIGN EACH ($85.00) 2 01 0 $0.00 179 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT ($1.55) 3475 01 0 $0.00 180 2573.5401 FILTER LOG TYPE WOOD FIBER BIOROLL LIN FT ($2.95) 100 01 0 $0.00 Page 5 of 9 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 181 2575.501 SEEDING ACRE ($125.00) 4.5 0 0 $0.00 182 2575.502 SEED MIXTURE 250 POUND ($2.60) 315 0 0 $0.00 183 2575.511 MULCH MATERIAL TYPE 1 TON ($150.00) 9 0 0 $0.00 184 2575.519 DISK ANCHORING ACRE ($65.00) 4.5 0 0 $0.00 185 2575.532 COMMERCIAL FERTILIZER ANALYSIS 23 -0 -23 POUND ($0.55) 900 0 0 $0.00 186 2503.541 8" PVC PIPE SEWER DESIGN PRESSURE -DR 18 LIN FT ($118.50) 383 0 0 $0.00 187 2503.541 20" PVC PIPE SEWER DESIGN PRESSURE - DR 18 LIN FT ($159.60) 1645 0 0 $0.00 188 2503.603 SANITARY SEWER INSPECTION (TELEVISING) LIN FT ($1.10) 1645 0 0 $0.00 189 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT ($90.00) 160 0 0 $0.00 190 2504,602 HYDRANT EACH ($2,620.00) 2 0 0 $0.00 191 2504.602 6" GATE: VALVE AND BOX EACH ($870.00) 2 0 0 $0.00 192 2504,602 8" GATE: VALVE AND BOX EACH ($1,165.00) 3 0 0 $0.00 193 2504.602 12" GATE VALVE AND BOX EACH ($1,960.00) 4 0 0 $0.00 194 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LIN FT ($24.60) 37 0 0 $0.00 195 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT ($30.50)1 200 0 0 $0.00 196 2504.603 12" WATERMAIN DUCTILE IRON CL 52 LIN FT ($45.60)1 1543 0 0 $0.00 197 2503.608 DUCTILE IRON FITTINGS POUND ($1.10) 2950 01 0 $0.00 198 2550.512 HANDHOLE EACH ($495.00) 3 0 0 $0.00 199 2550.603 2" FLEXIBLE NON - METALLIC CONDUIT LIN FT ($2.40) 1750 0 0 $0.00 200 2104.501 REMOVE CURB AND GUTTER LIN FT ($4.50) 60 0 0 $0.00 201 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD ($3.00) 130 0 0 $0.00 202 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT ($3.00)1 110 0 0 $0.00 203 2104.521 SALVAGE PIPE SEWER LIN FT ($9.00) 115 0 0 $0.00 204 2104.523 SALVAGE PIPE APRON EACH ($180.00) 1 0 0 $0.00 205 2104,607 SALVAGE RANDOM RIPRAP CU YD ($18.00) 6 0 0 $0.00 206 2105.522 SELECT GRANULAR BORROW (CV) CU YD ($15.00) 140 0 0 $0.00 207 2211.501 JAGGREGATE BASE CLASS 5 TON ($12.00) 675 0 0 $0.00 208 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON ($125.00) 30 0 0 $0.00 209 2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (B) TON ($105.00) 30 0 0 $0.00 210 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON ($3.00) 15 0 0 $0.00 211 2501.573 INSTALL PIPE APRON EACH ($230.00) 1 0 0 $0.00 212 2503.571 INSTALL PIPE SEWER LIN FT ($15.30) 115 0 0 $0.00 213 2511.515 1 GEOTEXTILE FILTER TYPE IV SQ YD ($2.00) 9 0 0 $0.00 214 2511.607 INSTALL RANDOM RIPRAP CU YD ($16.00) 6 0 0 $0.00 215 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT ($26.50) 60 0 0 $0.00 216 2104.521 SALVAGE WATER MAIN LIN FT ($9.00) 40 0 0 $0.00 217 2504.602 16" GATE VALVE AND BOX EACH ($5,500.00) 1 0 0 $0.00 218 2504.603 INSTALL SALVAGED WATER MAIN LIN FT ($13.00) 40 01 0 $0.00 219 2504.603116' WATER MAIN -DUCT IRON CL 52 LIN FT ($65.30) 100 01 0 $0.00 220 2104.521 SALVAGE WATER MAIN LIN FT ($11.00)1 50 01 0 $0.00 221 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON ($0.01) 1000 0 0 $0.00 222 2504.602 CONNECT TO EXISTING WATER MAIN EACH ($1,000.00) 1 0 0 $0.00 223 2504.602 6" GATE VALVE AND BOX EACH ($870.00) 1 0 0 $0.00 224 2504.602 12" GATE VALVE AND BOX EACH ($1,960.00) 1 0 0 $0.00 225 2504.602 16" GATE VALVE AND BOX EACH ($5,500.00) 3 0 0 $0.00 226 2504.602 HYDRANT, TYPE BLOW -OFF EACH ($2,760.00) 1 01 0 $0.00 227 2504.603 VALVE: BOX EXTENSION LIN FT ($62.00) 12 01 0 $0.00 228 2504.603 INSTALL SALVAGED WATER MAIN LIN FT ($16.00) 50 0 0 $0.00 229 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT ($24.60) 18 0 0 $0.00 230 12504.603 12" WATER MAIN -DUCT IRON CL 52 LIN FT ($45.60) 90 0 0 $0.00 Page 6 of 9 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 231 2504.603 16" WATER MAIN -DUCT IRON CL 52 LIN FT ($62.80) 1625 0 0 $0.00 232 2504.603 VALVE STEM EXTENSION LIN FT ($42.00) 12 0 0 $0.00 233 2504.604 4" POLYSTYRENE INSULATION SQ YD ($25.00) 10 0 0 $0.00 234 2504.608 DUCTILE IRON FITTINGS POUND ($1.70) 6000 0 0 $0.00 235 2550.512 HANDHOLE JEACH 1 ($495.00)1 41 01 0 $0.00 236 12550.60312' FLEXIBLE NON - METALLIC CONDUIT ILIN FT 1 ($2.40)1 20001 01 0 $0.00 Totals For Change Order 2: $0.00 Change Order 3 237 2104.523 SALVAGE SIGN EACH $15.00 2 2 0 $30.00 238 2104.619 SALVAGE UNCLASSIFIED MATERIAL ROAD STA $270.00 16 16 0 $4,320.00 239 2105.619 UNCLASSIFIED MATERIAL PLACEMENT ROAD STA $162.00 16 16 0 $2,592.00 240 2112.501 SUBGRADE PREPARATION ROAD STA $140.00 16 16 0 $2,240.00 241 2211.607 AGGREGATE BASE SPECIAL (CV) CU YD $6.00 1000 1000 0 $6,000.00 242 12564.602 INSTALL. SIGN EACH $85.001 2 0 0 $0.00 243 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $1.55 3475 4237 0 $6,567.35 244 2573.540 FILTER LOG TYPE WOOD FIBER BIOROLL LIN FT $2.95 100 0 0 $0.00 245 2575.501 SEEDING ACRE $125.00 4.5 4.5 0 $562.50 246 2575.502 SEED MIXTURE 250 POUND $2.60 315 300 0 $780.00 247 2575.511 MULCH MATERIAL TYPE 1 TON $150.00 9 8.44 0 $1,266.00 248 2575.519 DISK ANCHORING ACRE $65.00 4.5 4.5 0 $292.50 249 2575.532 COMMERCIAL FERTILIZER ANALYSIS 23 -0 -30 POUND $0.55 900 900 0 $495.00 250 2503.541 8" PVC PIPE SEWER DESIGN PRESSURE - DR 18 LIN FT $118.50 383 385 0 $45,622.50 251 2503.541 20" PVC: PIPE SEWER DESIGN PRESSURE - DR 18 LIN FT $159.60 1645 1655 0 $264,138.00 252 2503.603 SANITARY SEWER INSPECTION (TELEVISING) LIN FT $1.10 1645 2051 0 $2,256.10 253 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT $90.001 160 197.03 0 $17,732.70 254 2504.602 HYDRANT EACH $2,620.00 2 2 0 $5,240.00 255 2504.602 6" GATE VALVE AND BOX EACH $870.00 2 2 0 $1,740.00 256 2504.602 8" GATE VALVE AND BOX EACH $1,165.00 3 3 0 $3,495.00 257 2504.602 12" GATE VALVE AND BOX EACH $1,960.00 4 4 0 $7,840.00 258 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $24.60 37 35 0 $861.00 259 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT $30.50 200 200 0 $6,100.00 260 2504.603 12" WATER MAIN -DUCT IRON CL 52 LIN FT $45.60 1543 1540 0 $70,224.00 261 2503.608 DUCTILE IRON FITTINGS POUND $1.10 2950 2825 0 $3,107.50 262 2550.512 HANDHOLE EACH $495.00 3 3 0 $1,485.00 263 2550.60312' FLEXIBLE NON - METALLIC CONDUIT LIN FT $2.40 1750 1805 0 $4,332.00 264 2021.501 MOBILIZATION LUMP SUM $27,750.001 1 1 0 $27,750.00 265 2104.501 REMOVE CURB AND GUTTER LIN FT $4.50 60 10 0 $45.00 266 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $3.00 130 92 0 $276.00 267 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $3.00 110 40 0 $120.00 268 2104.521 SALVAGE PIPE SEWER LIN FT $9.00 115 100 0 $900.00 269 2104.523 1 SALVAGE PIPE APRON EACH $180.00 1 1 0 $180.00 270 2104.607 SALVAGE RANDOM RIPRAP CU YD $18.001 6 6 0 $108.00 271 2105.522 SELECT GRANULAR BORROW (CV) CU YD $15.00 140 116.54 0 $1,748.10 272 2211.501 AGGREGATE BASE CLASS 5 TON $12.00 675 675 0 $8,100.00 273 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON $125.00 30 0 0 $0.00 274 2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (B) TON $105.00 30 0 0 $0.00 275 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.00 15 0 0 $0.00 276 2501.573 INSTALL PIPE APRON EACH $230.00 1 1 0 $230.00 277 2503.571 INSTALL PIPE SEWER ILIN FT $15.30 1151 100 0 $1,530.00 278 2511.515 GEOT'EXTILE FILTER TYPE IV JSQYD $2.00 91 01 0 $0.00 Page 7 of 9 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 279 2511.607 INSTALL RANDOM RIPRAP CU YD $16.00 6 0 0 $0.00 280 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $26.50 60 0 0 $0.00 281 2104.521 SALVAGE WATER MAIN LIN FT $9.00 40 158 0 $1,422.00 282 2504.602 16" GATE VALVE AND BOX EACH $5,500.00 1 1 0 $5,500.00 283 2504.603 INSTALL SALVAGED WATER MAIN LIN FT $13.00 40 163 0 $2,119.00 284 2504.603 16" WATER MAIN -DUCT IRON CL 52 LIN FT $65.30 100 120 0 $7,836.00 285 2104.521 SALVAGE WATER MAIN LIN FT $11.00 50 60 0 $660.00 286 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON $0.01 1000 0 0 $0.00 287 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $10,000.00 1 1 0 $10,000.00 288 12504.602 CONNECT TO EXISTING WATER MAIN EACH $1,000.001 1 2 0 $2,000.00 289 2504.602 6" GATE. VALVE AND BOX EACH $870.00 1 2 0 $1,740.00 290 2504.602 12" GATE VALVE AND BOX EACH $1,960.00 1 0 0 $0.00 291 2504.602 16" GATE VALVE AND BOX EACH $5,500.00 3 4 0 $22,000.00 292 2504.602 HYDRANT, TYPE BLOW -OFF EACH $2,760.00 1 2 0 $5,520.00 293 2504.603 IVALVE 13OX EXTENSION LIN FT $62.00 12 4 0 $248.00 294 2504.603 INSTALL SALVAGED WATER MAIN LIN FT $16.00 50 41 0 $656.00 295 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $24.60 18 38 0 $934.80 296 2504.603 12" WATER MAIN -DUCT IRON CL 52 LIN FT $45.60 90 0 0 $0.00 297 2504.603 16" WA'rER MAIN -DUCT IRON CL 52 LIN FT $62.80 1625 1640 0 $102,992.00 298 2504.603 VALVE STEM EXTENSION LIN FT $42.00 12 0 0 $0.00 299 2504.60414" POLYSTYRENE INSULATION SO YD $25.001 10 0 0 $0.00 300 2504.608 1 DUCTILE IRON FITTINGS POUND $1.70 6000 4578 0 $7,782.60 301 2550.512 HANDHOLE EACH $495.00 4 4 0 $1,980.00 302 2550.603 2" F .IBLE NON - METALLIC CONDUIT LIN FT $2.40 2000 2055 0 $4,932.00 303 2563.601 TRAFFIC CONTROL ILUMP SUM $8,000.00 1 1 0 $8,000.00 Totals For Change Order 3: $686,628.65 Change Order 4 304 12503.6011 SANITARY SEWER MANHOLE LADDER EXTENSION I LUMP SUM 1 $2,271.54 11 11 1 $2,271.54 Totals For Change Order 4: $2,271.54 Project Totals: $3,234,348.02 Page 8 of 9 Project Payment Status Owner: City of Rosemount Client Project No.: 417 Client Contract No.: Project No.: 01668 -30 Contractor: Latour Construction Contract Changes No. Type Date Description Amount C01 Change Order 1/9/2009 CONNECT TO EXISTING SANITARY SEWER $22,448.37 CO2 Change Order 5/19/2009 Reduce item quantities and deleted items. ($638,891.55) $16,019.39 $16,019.39 $372,093.40 $320,387.80 $320,387.80 CO3 Change 2/1/2010 The addition of work north of Bonaire Path previously deleted due to lack of adequate $684,641.55 $2,209.55 Order $416,284.48 easement area to construct the improvements. $364,578.88 C04 Change Order 9/14/2010 Ladder Extension $2,271.54 Change Order Totals: $70,469.91 Payment 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 9/1/2008 10/31/2008 $356,074.01 $356,074.01 $16,019.39 $16,019.39 $372,093.40 $320,387.80 $320,387.80 2 11/1/200811/30/2008 $41,981.53 $398,055.54 $2,209.55 $18,228.94 $416,284.48 $44,191.08 $364,578.88 3 12/1/2008 2/10/2009 $21,325.95 $419,381.49 $1,122.42 $19,351.36 $438,732.85 $22,448.37 $387,027.25 4 3/1/2009 3/31/2009 $221,998.63 $641,380.12 $2,872.37 $22,223.73 $663,603.85 $57,447.40 $444,474.65 5 4/112009 5/30/2009 $331,533.58 $972,913.70 $28,982.25 $51,205.98 $1,024,119.68 $390,631.53 $835,106.18 6 5/1/2009 5/31/2009 $565,126.301$1,538,040.00 $21,449.48 $72,655.461$1,610,695.46 $618,002.92 $1,453,109.10 7 6/1/2009 6/30/2009 $475,988.18 $2,014,028.18 $33,346.02 $106,001.48 $2,120,029.66 $666,920.56 $2,120,029.66 8 7/1/2009 8/31/2009 $228,580.84 $2,242,609.02 $12,030.57 $118,032.05 $2,360,641.07 $240,611.41 $2,360,641.07 9 9/1/2009 9/16/2009 $125,106.10 $2,367,715.12 $6,584.54 $124,616.59 $2,492,331.71 $131,690.64 $2,492,331.71 10 9/17/200919/30/2009 $47,354.77 $2,415,069.89 $2,492.35 $127,108.94 $2,542,178.83 $49,847.12 $2,542,178.83 11 10/1/2009 11/30/2009 $103,679.94 $2,518,749.83 ($102,108.94) $25,000.00 $2,543,749.83 $1,571.00 $2,543,749.83 12 3/1/2010 5/12/2010 $235,603.66 $2,754,353.49 $12,400.19 $37,400.19 $2,791,753.68 $248,003.85 $2,791,753.68 13 5/13/2010 6/8/2010 $406,468.33 $3,160,821.82 $21,393.07 $58,793.26 $3,219,615.08 $427,861.40 $3,219,615.08 14 6/9/2010 6/30/2010 $66,254.66 $3,227,076.48 ($53,793.26) $5,000.00 $3,232,076.48 $12,461.40 $3,232,076.48 15 & FINAL 8/1/2010 8/31/2010 $7,271.54 $3,234,348.02 ($5,000.00) $0.00 $3,234,348.02 $2,271.54 $3,234,348.02 Payment Totals: $3,234,348.02 $0.00 $3,234,348.02 $3,234,348.02 Project Summary Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: $0.00 $3,234,348.02 Original Contract: $0.00 Contract Changes: $3,234,348.02 Revised Contract: Page 9 of 9 $3,102,181.66 $70,469.91 $3,172,651.57 EMO N 0 750 1,500 3,000 4,500 6,000 W+1; Feet Q December 20( T: /GIS /City /Maps/Departmental Maps/Engineedng/Chds/CR73 Utility Locate.mxd