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Home My WebLink About6.q. Payment #6 & Final - 2009 Street Improvements Project, City Project #426AGENDA ITEM: Payment #6 Final 2009 Street Improvements Project, City Project #426 AGENDA SECTION: Consent PREPARED BY: Andrew J. Brotzler, PE, Director of Public Works City Engineer AGENDA NO (Q•Cl ATTACHMENTS: Payment Voucher; Map APPROVED BY: DA) RECOMMENDED ACTION: Motion to Approve Payment #6 and Final for the 2009 Street Improvements Project, City Project #426, to Douglas -Kerr Underground, LLC, and Accept it for Perpetual Maintenance. 4 ROSEMOUNT BACKGROUND: SUMMARY: CITY COUNCIL Special City Council Meeting: December 15, 2009 EXECUTIVE SUMMARY This item is on the agenda to request Payment 6 and Final in the amount of $73,820.80 to Douglas-Kerr Underground, LLC for the 2009 Street Improvements Project, City Project 426. This project involved the reconstruction of streets and utilities including sanitary sewer, watermain and storm sewer along Damask Avenue West (between Dodd Boulevard and Upper 150t Street West); Upper 150t Street West (from Dallara Avenue to the west end); Dallara Avenue West (from Dodd Boulevard to Upper 150t Street West); and Damask Court (30 feet wide). The final construction amount of $1,158,440.50 is 1.7% below the contract amount of $1,178,359.97. 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. 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 \426\ 121509 CC Payment 6&Final.doc WSB Associates, Inc. December 7, 2009 Mr. Andy Brotzler City Engineer City of Rosemount 2875 145 Street West Rosemount, MN 55068 Attn: Cindy Dorniden, City of Rosemount Re: Construction Pay Voucher No. 6 (Final) 2009 Street Improvement Project City of Rosemount Project No. 426 WSB Project No. 1668 -69 Dear Mr. Brotzler: Please find enclosed the final Construction Pay Voucher No. 6 for the above referenced project in the amount of $73,820.80. 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 $73,820.80 for Douglas -Kerr Underground, LLC at your earliest convenience. Please contact me at 651- 322 -2724 if you have any questions or comments regarding the attached information. Thank you. Sincerely, WSB Associates, Inc. Morg Assis Enclosures Infrastructure Engineering Planning Construction r Project Manager cc: Mr. Dennis Douglas, Douglas -Kerr Underground, LLC Cindy Dorniden, City of Rosemount Phil Olson, WSB Associates, Inc. 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 Fax: 763 -541 -1700 tsf Project Summary 1 Original Contract Amount $1,178,359.97 2 Contract Changes Addition $0.00 3 Contract Changes Deduction $0.00 4 Revised Contract Amount $1,178,359.97 5 Value Completed to Date $1,158,440.50 6 Material on Hand $0.00 7 Amount Earned $1,158,440.50 8 Less Retainage $0.00 9 Subtotal $1,158,440.50 10 Less Amount Paid Previously $1,084,619.70 11 Liquidated Damages $0.00 12 AMOUNT DUE THIS PAY VOUCHER NO. 6 FINAL $73,820.80 Ah, Owner: City of Rosemount 2875 145th Street West WSB Rosemount, MN 55068 -4941 For Period: 10/1/2009 to 11/30/2009 Contractor: Douglas -Kerr Underground, LLC P.O. Box 85 cK Associates, Inc. Mora, MN 55051 Pay Voucher RSMT 2009 Street Improvement Project Client Contract No.: Project No.: 01668 -69 Client Project No.: 426 Request No.: 6 FINAL 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, I Approved DouQas- Specified Contract Completion Date: 10/16/2009 Comment: Approved by Owner: City jf R mount Date: Date: 11/19/2009 1 of 5 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 $37,165.00 1 1 0 $37,165.00 2 2101.502 CLEARING TREE $58.00 98 101 0 $5,858.00 3 2101.507 GRUBBING TREE $50.00 98 101 0 $5,050.00 4 2101.511 CLEARING AND GRUBBING SHRUB EACH $15.00 9 0 0 $0.00 5 2104.501 REMOVE CURB AND GUTTER LIN FT $2.00 7350 7216 0 $14,432.00 6 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $1.30 12200 11792 0 $15,329.60 7 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $6.45 1350 1521.01 0 $9,810.51 8 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $5.45 1550 1387 0 $7,559.15 9 2104.505 REMOVE BITUMINOUS SIDEWALK SQ YD $5.45 70 119 0 $648.55 10 2104.505 REMOVE CONCRETE VALLEY GUTTER SQ YD $6.45 8 17 0 $109.65 11 2104.509 REMOVE SIGN EACH $20.00 6 4 4 $80.00 12 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $4.00 850 611.5 0 $2,446.00 13 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $3.00 950 599.25 0 $1,797.75 14 2104.523 SALVAGE MAIL BOX AND SUPPORT EACH $30.00 71 76 27 $2,280.00 15 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM $2,500.00 1 1 0 $2,500.00 16 2105.501 COMMON EXCAVATION (P) CU YD $7.50 11960 11960 0 $89,700.00 17 2105.507 SUBGRADE EXCAVATION CU YD $1.75 1000 0 0 $0.00 18 2105.522 SELECT GRANULAR BORROW (CV) CU YD $1.00 10400 9016 921 $9,016.00 19 2105.523 COMMON BORROW (CV) CU YD $4.75 150 0 0 $0.00 20 2105.525 TOPSOIL BORROW (LV) CU YD $14.00 100 0 0 $0.00 21 2105.601 SITE GRADING LUMP SUM $1,000.00 1 1 0 $1,000.00 22 2112.501 SUBGRADE PREPARATION ROAD STA $275.00 35.6 35.6 0 $9,790.00 23 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR $125.00 50 16.5 16.5 $2,062.50 24 2130.501 WATER M GALLONS $20.00 80 130 120 $2,600.00 25 2131.502 CALCIUM CHLORIDE SOLUTION GALLON $1.00 4450 4425 4425 $4,425.00 26 2211.501 AGGREGATE BASE CLASS 5 TON $10.25 6000 6893.1 0 $70,654.28 27 2350.501 TYPE LV 3 WEARING COURSE MIXTURE (C) TON $52.20 1410 1240.27 0 $64,742.09 28 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON $103.00 20 19.13 0 $1,970.39 29 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (C) TON $51.66 1410 1306 0 $67,467.96 30 2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (C) TON $98.00 40 34.97 0 $3,427.06 31 2350.503 TYPE LV WEARING COURSE MIXTURE FOR DRIVEWAYS SQ YD $13.00 1225 948.6 0 $12,331.80 32 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.75 650 820 0 $2,255.00 33 2521.501 4" CONCRETE WALK SQ FT $3.50 300 64 0 $224.00 34 2521.604 2" BITUMINOUS PATH SQ YD $13.00 50 119 0 $1,547.00 35 2531.501 CONCRETE CURB GUTTER DESIGN B618 LIN FT $9.50 7350 7181.5 0 $68,224.25 36 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $33.75 1780 1970.9 0 $66,517.88 37 2531.618 TRUNCATED DOMES SQ FT $35.00 64 64 0 $2,240.00 38 2540.602 MAIL BOX EACH $35.00 71 74 6 $2,590.00 39 2540.602 MAIL BOX SUPPORT EACH $75.00 41 39 1 $2,925.00 40 2545.523 4" NON METALLIC CONDUIT LIN FT $3.00 180 110 0 $330.00 41 2557.603 SALVAGE AND REINSTALL FENCE LIN FT $15.00 260 462 0 $6,930.00 42 2563.601 TRAFFIC CONTROL LUMP SUM $2,400.00 1 1 0 $2,400.00 43 2564.531 F &I SIGN PANELS TYPE C SQ FT $27.50 25 25 25 $687.50 44 2564.602 SIGN PANEL TYPE D EACH $275.00 2 2 2 $550.00 45 2564.602 SALVAGE AND REINSTALL SIGN EACH $100.00 5 2 2 $200.00 46 2571.501 CONIFEROUS TREE 8' HT B &B TREE $260.00 20 10 0 $2,600.00 47 2571.502 DECIDUOUS TREE 2.5" CAL B &B TREE $245.00 77 65 1 $15,925.00 48 2571.504 CONIFEROUS SHRUB NO 5 CONT SHRUB $80.00 6 0 0 $0.00 49 2571.504 DECIDUOUS SHRUB NO 5 CONT SHRUB $75.00 5 0 0 $0.00 50 2573.502 SILT FENCE, TYPE PREASSEMBLED LIN FT $0.90 1500 1038 0 $934.20 Project Material Status 2 of 5 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 51 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $600.00 3 0 0 $0.00 52 2573.602 INLET PROTECTION EACH $65.00 36 25 0 $1,625.00 53 2575.501 SEEDING (INCL TOPSOIL FERTILIZER) ACRE $1,000.00 0.5 0.5 0.5 $500.00 54 2575.502 SEED MIXTURE 270 POUND $2.00 60 65 65 $130.00 55 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL FERT.) SQ YD $2.15 14000 15093 0 $32,449.95 56 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $0.90 1700 1151 0 $1,035.90 57 2582.502 12" SOLID LINE WHITE -PAINT LIN FT $1.00 45 40 40 $40.00 58 2582.502 4" SOLID LINE WHITE -PAINT LIN FT $0.20 500 130 130 $26.00 59 2582.502 4" DOUBLE SOLID LINE YELLOW -PAINT LIN FT $0.50 600 65 65 $32.50 Totals For Section SCHEDULE A SURFACE IMPROVEMENTS: $657,172.47 SCHEDULE B SANITARY SEWER IMPROVEMENTS 60 2104.501 REMOVE SEWER PIPE (SANITARY) LIN FT $1.70 3314 6399 0 $10,878.30 61 2104.509 REMOVE MANHOLE (SANITARY) EACH $146.05 15 16 0 $2,336.80 62 2104.509 REMOVE SANITARY SEWER SERVICE EACH $33.50 71 71 0 $2,378.50 63 2104.509 REMOVE OUTSIDE DROP EACH $167,50 1 1 0 $167.50 64 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON $0.01 100 0 0 $0.00 65 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM $2,500.00 1 1 0 $2,500.00 66 2503.602 8 "X4" PVC WYE EACH $182.70 52 71 0 $12,971.70 67 2503.602 8 "X6" PVC WYE EACH $205.40 19 0 0 $0.00 68 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH $716.70 3 6 0 $4,300.20 69 2503.602 RECONNECT TO EXISTING SANITARY SEWER SERVICE EACH $42.70 71 71 0 $3,031.70 70 2503.602 RELOCATE SANITARY SEWER SERVICE EACH $194.10 25 0 0 $0.00 71 2503.603 4" PVC PIPE SEWER SDR 26 LIN FT $8.80 2060 2301.58 0 $20,253.90 72 2503.603 6" PVC PIPE SEWER SDR 26 LIN FT $9.70 820 0 0 $0.00 73 2503.603 8" PVC PIPE SEWER SDR 35 LIN FT $15.35 3443 3311 0 $50,823.85 74 2503.603 TELEVISE SANITARY SEWER LIN FT $1.11 3443 3341 0 $3,708.51 75 2506.516 CASTING ASSEMBLY EACH $632.40 15 18 0 $11,383.20 76 2506.522 ADJUST FRAME RING CASTING EACH $237.60 3 0 0 $0.00 77 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT $107.75 183 193.9 0 $20,892.73 Totals For Section SCHEDULE B SANITARY SEWER IMPROVEMENTS: $145,626.89 SCHEDULE C WATER MAIN IMPROVEMENTS 78 2104.501 REMOVE WATER MAIN LIN FT $1.35 3497 3807 0 $5,139.45 79 2104.509 REMOVE WATER SERVICE AND CURB BOX EACH $33.50 71 73 0 $2,445.50 80 2104.509 REMOVE HYDRANT AND VALVE EACH $167.50 6 6 0 $1,005.00 81 2104.509 REMOVE GATE VALVE BOX EACH $33.50 7 7 0 $234.50 82 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON $0.01 100 0 0 $0.00 83 2504.601 TEMPORARY WATER SERVICE LUMP SUM $13,400.00 1 1 0 $13,400.00 84 2504.602 RELOCATE WATER SERVICE EACH $167.50 25 1 0 $167.50 85 2504.602 CONNECT TO EXISTING WATER MAIN EACH $481.15 3 3 0 $1,443.45 86 2504.602 CONNECT TO EXISTING WATER SERVICE EACH $56.05 71 73 0 $4,091.65 87 2504.602 1" CORPORATION STOP EACH $105.70 71 73 0 $7,716.10 88 2504.602 1" CURB STOP BOX EACH $167.50 71 73 0 $12,227.50 89 2504.602 HYDRANT ASSEMBLY EACH $2,644.10 10 10 0 $26,441.00 90 2504.602 6" GATE VALVE AND BOX EACH $945.05 11 10 0 $9,450.50 91 2504.602 8" GATE VALVE AND BOX EACH $1,243.85 6 8 0 $9,950.80 92 2504.603 1" TYPE K COPPER PIPE LIN FT $11.40 2860 2665.5 0 $30,386.70 93 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $26.10 110 92 0 $2,401.20 94 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT $23.40 3454 3819 0 $89,364.60 95 2504.604 4" POLYSTYRENE INSULATION SQ YD $22.80 50 26.5 0 $604.20 96 2504.608 DUCTILE IRON FITTINGS POUND $1.60 5000 4719 1559 $7,550.40 3 of 5 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date Totals For Section SCHEDULE C WATER MAIN IMPROVEMENTS: $224,020.05 SCHEDULE D STORM SEWER IMPROVEMENTS 97 2104.501 REMOVE SEWER PIPE (STORM) LIN FT $5.85 77 60 0 $351.00 98 2104.509 REMOVE BITUMINOUS FLUME EACH $325.00 1 1 0 $325.00 99 2104.509 REMOVE DRAINAGE STRUCTURE EACH $97.05 4 2 0 $194.10 100 2104.607 SALVAGE RANDOM RIPRAP CU YD $26.80 5 9 0 $241.20 101 2451.602 GRANULAR FOUNDATION AND /OR BEDDING TON $0.01 100 0 0 $0.00 102 2501.515 21" RC PIPE APRON WITH TRASH GUARD EACH $759.35 1 1 0 $759.35 103 2502.541 4" PERF PVC PIPE DRAIN LIN FT $0.01 400 200 0 $2.00 104 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $19.60 1034 1036.9 0 $20,323.24 105 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $20.55 171 171 0 $3,514.05 106 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $24.20 306 300 0 $7,260.00 107 2503.541 30" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $36.45 1340 1339 0 $48,806.55 108 2503.602 CONNECT TO EXISTING STORM SEWER EACH 50.01 6 5 0 $0.05 109 2503.602 CONSTRUCT BULKHEAD EACH $0.01 1 1 0 $0.01 110 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $204.95 40.3 40.22 0 $8,243.09 111 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 LIN FT $199.10 54.3 54.54 0 $10,858.91 112 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72 -4020 LIN FT $229.50 36.1 36.67 0 $8,415.77 113 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1,026.80 9 9 0 $9,241.20 114 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH $2,010.65 1 1 0 $2,010.65 115 2506.522 ADJUST FRAME RING CASTING EACH $120.95 9 9 7 $1,088.55 116 2506.602 CASTING ASSEMBLY (CATCHBASIN) EACH $466.15 14 13 0 $6,059.95 117 2506.602 CASTING ASSEMBLY (MANHOLE) EACH $474.55 4 4 0 $1,898.20 118 2511.501 RANDOM RIPRAP CLASS III CU YD $76.80 8 8 0 $614.40 119 2511.515 GEOTEXTILE FABRIC TYPE IV SQ YD $2.10 25 44 0 $92.40 120 2511.607 INSTALL RANDOM RIPRAP CU YD $26.80 5 9 0 $241.20 121 2511.607 RIPRAP GROUT CU YD $135.00 8 8 0 $1,080.00 122 2563.610 FLAG PERSON HOUR $0.01 30 22 0 $0.22 Totals For SCHEDULE D STORM SEWER IMPROVEMENTS: $131,621.09 Project Totals: $1,158,440.50 4 of 5 No. From Date To Date Payment Total Payment Retainage Per Payment Total Retainage Total Payment Retainage Work Certified Per Payment Total Work Certified 1 5/1/2009 5/31/2009 $83,750.60 $83,750.60 $4,407.93 $4,407.93 $88,158.53 $88,158.53 $88,158.53 2 6/1/2009 6/30/2009 $263,451.81 $347,202.41 $13,865.88 $18,273.81 $365,476.22 $277,447.69 $365,606.22 3 7/1/2009 7/31/2009 $376,847.28 $724,049.69 $19,834.07 $38,107.88 $762,157.57 $396,551.35 $762,157.57 4 8/1/2009 8/31/2009 $177,544.21 $901,593.90 $9,344.43 $47,452.31 $949,046.21 $186,888.64 $949,046.21 5 9/1/2009 9/30/2009 $183,025.80 $1,084,619.70 $9,632.94 $57,085.25 $1,141,704.95 $192,658.74 $1,141,704.95 6 FINAL 10/1/2009 11/30/2009 $73,820.80 $1,158,440.50 ($57,085.25) $0.00 $1,158,440.50 $16,735.55 $1,158,440.50 Payment Totals: $1,158,440.50 $0.00 $1,158,440.50 $1,158,440.50 No. Type I Date Description Amount Change Order Totals: $0.00 Contract Changes Project Payment Status Owner: City of Rosemount Client Project No.: 426 Client Contract No.: Project No.: 01668 -69 Contractor: Douglas -Kerr Underground, LLC Payment Summary Project Summary Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: $0.00 $1,158,440.50 $0.00 $1,158,440.50 Original Contract: Contract Changes: Revised Contract: $1,178,359.97 $0.00 $1,178,359.97 5 of 5 2009 Street Improvements Project j p 0 U. 148TH ST W DAV NPORT C 144TH ST W U 145TH ST W AVENPOR PATH 155TH ST W .156TH 143RD ST W o 0 HAWKINS 9 d c POND u -o o o145THSTW DECEMBER TR 151ST ST W U 145TH ST ll4 147TH S 152ND CT U 145TH ST W w 153RD ST 154TH CT CRESCENT CIR z K o BALT DF ;Z 146TH ST W 4 5 4 w 1147TH ST .16/_ Q C w Q 148TH ST W WC Q Ir O W G U I I rn z z 9 f o el 0 O 149THSTW U UP E 149TH ST W "1J, 149TH ST 151ST STVI/� R O'LEARY'S'' cis POND CO UMBA CIR U. 148TH ST CIMARRON 03, 152ND ST W CORNELL TRL W ppSN 158TH T W `x J U 1 49TH CHILI CT 0 z U J 0 w 2 w EC ix a b- e L. 150TH ST W 0 480 960 '0 1,920 w CO' LL CT 2,880 T: /GIS /City /Maps /Departmental Maps /Engineering /Chris /2009 Recon Locate 3,840 Feet 445TH ST 1/11 w Q 146TH L. 147TH 1 47TH ST W U. 147TH ST W 148TH ST W 1149TH ST W 142ND ST W w a LOWER 143RD ST ST W A w 0 w 2 0 147T w z re 2 0 April 2009