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HomeMy WebLinkAbout6.l. Payment #7 & Final – Glendalough 4th Addition Street and Utility Improvements, City Project 435 4 ROSEN4OUNFIT EXECUTIVE SUMMARY CITY COUNCIL City Council Meeting: January 2, 2013 AGENDA ITEM: Payment#7 & Final — Glendalough 4th AGENDA SECTION: Addition Street and Utility Improvements, Consent City Project 435 PREPARED BY: Andrew J. Brotzler, PE, Director of P • 'c AGENDA NO. to,1. Works / City Engineer ATTACHMENTS: Payment Voucher, Map APPROVED BY: RECOMMENDED ACTION: Motion to Approve Payment#7 and Final for the Glendalough 4th Addition Street and Utility Improvements, City Project 435, to BCM Construction, Inc. and Accepting it for Perpetual Maintenance. BACKGROUND: This item is on the agenda to request Payment#7 and Final to BCM Construction,Inc.for the Glendalough 4th Addition,City Project 435. The final construction amount of$422,057.57 is 2.9% below the contract amount of$434,878.10. The project was funded by the developer,U. S. Home Corporation. SUMMARY: Staff recommends that Council approve Payment#7 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\435\20130102 CC Payment 7&Finaldocx s, . A Owner: City of Rosemount Date: 9/17/2012 2875 145th Street West WSB Rosemount, MN 55068-4941 For Period: 7/1/2012 to 9/12/2012 Request No.: 7& FINAL Contractor: BCM Construction, Inc. AMIIIMINIIIOII 15760 Acorn Trail & Associates, Inc. Faribault, MN 55021 Pay Voucher RSMT-Glendalough 4th Addition � Client Contract No.: Project No.: 01916-33 Client Project No.:435 Project Summary 1 Original Contract Amount $434,878.10 2 Contract Changes-Addition $0.00 3 Contract Changes- Deduction $0.00 4 Revised Contract Amount $434,878.10 5 Value Completed to Date $422,057.57 6 Material on Hand $0.00 7 Amount Earned $422,057.57 8 Less Retainage $0.00 9 Subtotal $422,057.57 10 Less Amount Paid Previously $399,893.16 11 Liquidated Damages $0.00 12 AMOUNT DUE THIS PAY VOUCHER NO. 7& FINAL $22,164.41 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 OF THE CONTRACT IS AS SHOWN IN THIS FINAL VOUCHER. Recom e ded f. •;,--, - : Construction Observer: WSB& s-oci�/ // 1 Approved ■ Cont? or: Approved by Owner: B•M Const ctio c. City of Rosemount ... p ILA A Specified Contract Completion Date: Date: 8/13/2011 Comment: Page 1 Project Material Status Item Item Description Units Unit Price Contract Quantity to Current Amount to No. Quantity Date Quantity Date SCHEDULE A-SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM $14,000.00 1 1 0 $14,000.00 2 2104.501 REMOVE CURB AND GUTTER LIN FT $3.00 20 0 0 $0.00 3 2104.503 REMOVE CONCRETE WALK SQ FT $3.00 50 0 0 $0.00 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $8.00 20 11.6 0 $92.80 5 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT $10.00 10 0 0 $0.00 6 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $2.00 30 26 0 $52.00 7 2105.501 COMMON EXCAVATION CU YD $8.00 2900 3685 0 $29,480.00 8 2105.522 SELECT GRANULAR BORROW(CV) CU YD $0.01 2900 1991 0 $19.91 9 2105.601 SITE GRADING LUMP SUM $4,000.00 1 1 0 $4,000.00 10 2112.501 SUBGRADE PREPARATION ROAD STA $250.00 11.2 11.2 0 $2,800.00 11 2130.501 WATER M GALLONS $2.00 50 0 0 $0.00 12 2211.501 AGGREGATE BASE CLASS 5 TON $10.50 1500 1414.7 65.9 $14,854.35 13 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.35 180 225 0 $753.75 14 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $61.50 400 354 0 $21,771.00 15 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C) TON $65.40 400 401.91 0 $26,284.91 16 2521.501 6"CONCRETE WALK SQ FT $3.85 10400 10090 0 $38,846.50 17 2521.511 2"BITUMINOUS WALK SQ FT $3.50 1400 1330 0 $4,655.00 18 2531.501 CONCRETE CURB&GUTTER,DESIGN MODIFIED S LIN FT $9.60 2000 2041 0 $19,593.60 19 2531.501 CONCRETE CURB&GUTTER DESIGN B618 LIN FT $13.80 200 200 0 $2,760.00 20 2545.523 4"NON-METALLIC CONDUIT LIN FT $6.50 100 130 0 $845.00 21 2564.531 SIGN PANELS TYPE C SQ FT $32.00 6.25 6.25 0 $200.00 22 2573.502 SILT FENCE,TYPE PREASSEMBLED LIN FT $1.00 3500 1504 0 $1,504.00 23 2573.530 STORM DRAIN INLET PROTECTION EACH $120.00 13 9 0 $1,080.00 24 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $950.00 1 0 0 $0.00 25 2575.502 SEED MIXTURE 260 POUND $1.30 230 230 0 $299.00 26 2575.505 SODDING,TYPE LAWN(INCL.TOPSOIL&FERT.) SQ YD $3.90 2300 0 0 $0.00 27 2575.523 EROSION CONTROL BLANKETS CATEGORY 4 SQ YD $1.30 1500 1400 0 $1,820.00 28 2575.605 SEEDING(INCL.TOPSOIL&FERTILIZER) ACRE $915.00 1.8 2.3 0 $2,104.50 Totals For Section SCHEDULE A-SURFACE IMPROVEMENTS: $187,816.32 SCHEDULE B-SANITARY SEWER IMPROVEMENTS 29 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON $0.01 50 0 0 $0.00 30 2503.541 8"PVC PIPE SEWER DESIGN PRESSURE-DR 18 LIN FT $98.00 336 338 0 $33,124.00 31 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $460.00 1 1 0 $460.00 32 2503.602 8"X4"PVC WYE EACH $115.00 15 15 0 $1,725.00 33 2503.602 8"X 4"DIP WYE,EPDXY COATED EACH $660.00 8 8 0 $5,280.00 34 2503.603 4"PVC PIPE SEWER-SDR 26 LIN FT $11.50 1150 1025.5 0 $11,793.25 35 2503.603 4"DUCTILE IRON PIPE SEWER CL 52 LIN FT $32.00 120 172 0 $5,504.00 36 2503.603 8"PVC PIPE SEWER-SDR 26 LIN FT $43.00 569 564 0 $24,252.00 37 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT $110.00 115 114.25 0 $12,567.50 38 2503.603 TELEVISE SANITARY SEWER LIN FT $1.10 905 1000 0 $1,100.00 39 2506.516 CASTING ASSEMBLY EACH $640.00 5 5 0 $3,200.00 Totals For Section SCHEDULE B-SANITARY SEWER IMPROVEMENTS: $99,005.75 SCHEDULE C-WATER MAIN IMPROVEMENTS 40 2104.523 SALVAGE HYDRANT&VALVE EACH $490.00 1 1 0 $490.00 41 2504.602 INSTALL SALVAGED HYDRANT,GATE VALVE,AND BOX EACH $615.00 1 1 0 $615.00 42 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON $0.01 10 0 0 $0.00 43 2504.602 HYDRANT ASSEMBLY EACH $3,000.00 1 1 0 $3,000.00 44 2504.602 1"CORPORATION STOP EACH $105.00 23 23 0 $2,415.00 45 2504.602 2"CORPORATION STOP EACH $235.00 1 1 0 $235.00 46 2504.602 1"CURB STOP&BOX EACH $180.00 23 23 0 $4,140.00 Page 2 r Item Item Description Units Unit Price Contract Quantity to Current Amount to No. Quantity Date Quantity Date 47 2504.602 2"CURB STOP&BOX EACH $445.00 1 1 0 $445.00 48 2504.602 CONNECT TO EXISTING WATER MAIN EACH $540.00 2 2 0 $1,080.00 49 2504.602 6"GATE VALVE AND BOX EACH $1,225.00 1 1 0 $1,225.00 50 2504.602 8"GATE VALVE AND BOX EACH $1,610.00 3 3 0 $4,830.00 51 2504.603 1"TYPE K COPPER PIPE LIN FT $15.50 1140 1060 0 $16,430.00 52 2504.603 2"TYPE K COPPER PIPE LIN FT $33.00 15 8 0 $264.00 53 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT $29.00 15 10 0 $290.00 54 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT $31.00 1107 1099 0 $34,069.00 55 2504.604 4"POLYSTYRENE INSULATION SQ YD $25.00 10 0 0 $0.00 56 2504.608 DUCTILE IRON FITTINGS POUND $3.35 1200 1102 127 $3,691.70 Totals For Section SCHEDULE C-WATER MAIN IMPROVEMENTS: $73,219.70 SCHEDULE D-STORM SEWER IMPROVEMENTS 57 2501.515 15"RC PIPE APRON WITH TRASH GUARD EACH $535.00 3 3 0 $1,605.00 58 2502.541 4"PERF PE PIPE DRAIN LIN FT $10.00 100 50 0 $500.00 59 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $24.00 901 905 0 $21,720.00 60 2503.541 21"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $25.00 224 224 0 $5,600.00 61 2503.602 CONNECT TO EXISTING STORM SEWER EACH $400.00 1 1 0 $400.00 62 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $180.00 63 62.51 0 $11,251.80 63 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH $1,360.00 2 2 0 $2,720.00 64 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1,325.00 3 3 0 $3,975.00 65 2506.516 CASTING ASSEMBLY EACH $600.00 8 8 0 $4,800.00 66 2511.501 RANDOM RIPRAP CLASS IV CU YD $60.00 22 38 0 $2,280.00 67 2511.515 GEOTEXTILE FABRIC TYPE IV SQ YD $4.00 32 76 0 $304.00 Totals For Section SCHEDULE D-STORM SEWER IMPROVEMENTS: $55,155.80 ALTERNATE 1-COACHFORD AVENUE ROADWAY REPAIR 68 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT $3.00 45 38 0 $114.00 69 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $3.00 120 114 0 $342.00 70 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $2.00 60 52 0 $104.00 71 2211.604 AGGREGATE BASE PREPARATION SQ YD $5.00 120 114 0 $570.00 72 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $7.00 10 0 0 $0.00 73 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $158.00 30 30 0 $4,740.00 74 2531.501 CONCRETE CURB&GUTTER,DESIGN MODIFIED S LIN FT $18.00 65 55 0 $990.00 75 2575.604 SEEDING(INCL TOPSOIL&FERTILIZER) SQ YD $17.00 20 0 0 $0.00 Totals For ALTERNATE 1-COACHFORD AVENUE ROADWAY REPAIR: $6,860.00 Project Totals: $422,057.57 Page 3 Project Payment Status Owner: City of Rosemount Client Project No.:435 Client Contract No.: Project No.: 01916-33 Contractor: BCM Construction, Inc. Contract Chan es No. Type Date IDescription Amount Change Order Totals: $0.00 Payment Summary No. From To Date Payment Total Retainage Total Total Work Total Work Date Payment Per Retainage Payment+ Certified Per Certified Payment Retainage Payment 1 6/1/2011 6/30/2011 $54,978.40 $54,978.40 $2,893.60 $2,893.60 $57,872.00 $57,872.00 $57,872.00 2 7/1/2011 7/31/2011 $208,139.91 $263,118.31 $10,954.73 $13,848.33 $276,966.64 $219,094.64 $276,966.64 3 8/1/2011 8/31/2011 $70,284.59 $333,402.90 $3,699.19 $17,547.52 $350,950.42 $73,983.78 $350,950.42 4 9/1/2011 9/30/2011 $43,891.42 $377,294.32 $2,310.08 $19,857.60 $397,151.92 $50,425.00 $401,375.42 5 10/1/2011 11/30/2011 $1,200.33 $378,494.65 $63.17 $19,920.77 $398,415.42 ($2,960.00) $398,415.42 6 12/1/2011 6/30/2012 $21,398.51 $399,893.16 $1,126.24 $21,047.01 $420,940.17 $22,524.75 $420,940.17 & F INAL 7/1/2012 9/12/2012 $22,164.41 $422,057.57 ($21,047.01) $0.00 $422,057.57 $1,117.40 $422,057.57 FINAL Payment Totals: $422,057.57 $0.00 $422,057.57 $422,057.57 Proiect Summary Material On Hand: $0.00 Total Payment to Date: $422,057.57 Original Contract: $434,878.10 Total Retainage: $0.00 Contract Changes: $0.00 Total Amount Earned: $422,057.57 Revised Contract: $434,878.10 Page 4 lendalou h Addition ROSEMOUNT � g 4 th dd n o P :LI • ' • _P. 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