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Final Payment, Evermoor Waterford Addition, City Project 362CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE December 21, 2004 AGENDA ITEM: Final Payment for Evermoor's Waterford AGENDA SECTION: Addition, CP #362 444 Consent PREPARED BY: Anthony A Aderhold, P E roject Engineer AGE NO: e itt ATTACHMENTS: Payment Voucher #8 and Final APPROVED BY: RECOMMENDED ACTION: Motion to approve Payment #8 and Final to Ri and Knutson, Inc for Evermoor's Waterford Addition, City Project #362 and accept for perpetual maintenance ACTION: BACKGROUND: This item is on the agenda to request Payment #8 and final to Richard Knutson, Inc in the amount of $21,193 08 for Evermoor's Waterford Addition, City Project #362 The contract amount was $461,251 31 and the final total cost for the project was $423,861 59 The project was funded entirely by the developer, Wensmann Homes 6111��d16 Ili :�'i Staff recommends that Council approve Payment #8 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 01475 -00 Pay Vouchers 8 Monday, December 13, 2004 Owner: City of Rosemount Date: 12/13/2004 2875 145th Street West Rosemount, MN 550684941 For Period: 10/1/2004 to 1113012004 Request No.: 8 FINAL Contractor: Richard Knutson, Inc. 12585 Rhode Island Ave. South Savage, MN 55378 Pay Vouchers RSMT Evermoor's Waterford Addition Client Contract No Project No 01475 -00 Client Project No Project Summa 1 loriginal Contract Amount $461,251 31 2 Contract Changes Addition $000 3 Contract Changes Deduction $000 4 Revised Contract Amount $461,251 31 5 Value Completed to Date $423,861 59 6 Material on Hand $000 7 JAmount Earned $423,861 59 8 Less Retainage $000 9 Subtotal $423,86159 10 Less Amount Paid Previously $402,66851 11 Liquidated Damages $000 12 AMOUNT DUE THIS PAY VOUCHERS NO 8 FINAL $21,193 08 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, Appro d Rp� t nc. 0 SlSecified ontra/t Completion Date Approved by Owner City of Rosemount Date 12 G° 1 of 01475 -00 Pay Vouchers 8 Project Material Status Monday, Decemhel 13 2004' Item No Item Description UnitsUmt Pnce Contract Quantity Quantity to Date Current Quantity Amount to Date SCHEDULE A- SURFACE IMPROVEMENTS 1 2021 501 MOBILIZATION LUMP SUM $7,200 00 1 1 0 $7 200 00 2 2104 501 REMOVE CURB AND GUTTER LIN FT S1000 101 101 01 5700 00 3 2104 505 REMOVE BITUMINOUS PAVEMENT ISO YD S5 00 151 151 D $75 00 4 2104 513 SAWING BITUMINOUS DAVEMENT (FULL DEPTH) LIN FT $500 301 30 0 $150 Do 5 2105 507 SUBGRADE EXCAVATION CU YD $5 00 1001 01 0 $000 6 2105 522 SELECT GRANULAR BORROW (CV) CU YO $9 00 57501 2110 01 $18 990 00 7 2112 501 SUBGRADE PREPARATION ROAD STA $175 00 23 54 2354 0 $4 119 50 8 2211 501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON $10 80 2980 2795 18 0 $30 187 94 9 2350 501 TYPE LV 3 WEARING COURSE MIXTURE (C) TON $33 25 810 762 0 $25,336 50 10 2350 502 TYPE LV 3 NON WEARING COURSE MIXTURE (C) ITON S3295 810 756 2 D $24 91679 11 2357 502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2 25 370 4001 0 $900 00 12 2451 602 GRANULAR FOUNDATION AND OR BEDDING ITON S2 00 50 191 0 $38 00 13 2502 541 4" PERF PVC PIPE DRAIN LIN FT $605 270 270 0 $1 633 50 14 2531 501 CONCRETE CURB S. GUTTER DESIGN MODIFIED 5, FT $8 07 43801 4375 0 $35 30625 15 2545 52`1 4" NON- METALL,C CONDUIT LIN FT SS 00 240 240 0 $1,200 00 ifi 2563 601 TRAFFIC CONTROL LJMP SUM $500 00 1 1 0 $500 00 17 2564 602 FURNISH INSTALL SIGN PANEL TYPE D EACH $239 00 5 5 0 $1,195 00 18 2573 501 BALE CHECK EACH $1500 30 0 0 $0 00 19 2573 502 1 SILT FENCE, TYPE HEAVY DUTY LIN FT $300 500 400 0 $1,200 00 20 2575 501 SEEDING ACRE $1 790 00 1 5 0 0 $000 21 2575 505 SODDING TYPE LAWN (INCL TOPSOIL FERT) SQ YO $2 70 2000 1190 0 $3,213 00 Totals For Section SCHEDULE A- SURFACE IMPROVEMENTS $15626148 SCHEDULE B SANITARY SEWER 22 2503 602 CONNECT TO EXISTING SANITARY SEWER EACH $3000ol i 1 D $300 00 23 2503 602 8 X4' PVC WYE EACH $5600 36 36 0 $2 016 00 24 2503 603 SANITARY SEWER INSPECTION LIN FT $060 1314 1314 0 $78840 25 2503 603 4 PVC PIPE SEWER SDR 26 LIN FT $8 16 1080 1037 0 S8 461 92 26 2503 603 8' PVC PIPE SEWER SOP 26 LIN FT $3363 512 512 0 S1' 218 56 27 2503 603 8 PVC PIPE SEWER SOP 35 LIN FT S1695 802 802 0 $13 593 90 28 2506 516 CASTING ASSEMBLY EACH $370 00 13 13 0 $4,81000 29 j2506 603 CONST 48" DIA SAN SEWER MANHOLE LIN FT 1 $11377 210 9 210 9 0 523 994 09 Totals For Section SCHEDULE B SANITARY SEWER $71 182 87 SCHEDULE C WATERMAIN 30 2504 602 HYDRANT EACH $1 56000 31 31 0 $4 680 00 31 2504 602 1' CORPORATION STOP EACH $51 00 36 36 0 $1 836 00 32 2504 602 6' GATE VALVE AND BOX EACH $51300 3 3 0 $1,53900 33 2504 502 8" GATE VALVE AND BOX EACH $919 00 4 4 0 $3 676 00 34 2504 602 1" CURB STOP BOX EACH $90 00 36 36 0 $3 240 00 35 2504 602 CONNECT TO EXISTING WATERMAIN (8 EACH $20000 2 2 0 $400 00 36 2504 603 1 'TYPE K COPDER PIPE LIN FT $8 90 850 964 0 $8 579 60 37 12504 60316' WATER MAIN -DUCT IRON GL 52 J LIN FT 1 $16 421 36 36 0 $59112 38 2504 603 1 8' WATER MAIN -DUCT IRON CL 52 LIN FT Sib 78 1616 1616 0 $27 11648 39 2504 605 4 POLYSTYRENE INSULATION 50 YD $18 15 20 6 0 $10890 40 2504 620 DUCTILE IRON FITTINGS IPOUND 1 $1761 32001 3645 0 $6 415 20 Totals For Section SCHEDULE C WATERMAIN S58 162 30 SCHEDULE D STORM SEWER 4 1 2501 502 42' RC PIPE APRON W /PILING EACH $1,132 00 1 1 0 $i 132 00 42 250' 602 TRASH GUARD FOR 42' PIPE APRON EACH $1 038 00 i 1 0 $1,038 00 43 2503 541 15 RC PIPE SEWER DESIGN 3006 CLASS V LIN FT S19 72 1031 1320 0 $26 030 40 44 2503 541 36 RC PIPE SE'NER DESIGN 3006 CLASS III LIN FT $49 15 210 210 0 $10,321 50 2 of 1 014'15 -00 Pay Vouchers 8 Monday, December 13, 2004 Item No Item Description Units Unit Price Contract Quantity Quantity to Date lCurrent Quantry Amount to Date 45 2503 541 42' RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $66 97 288 288 0 S19,287 36 46 2503 541 42 RC PIPE SEINER DES'GN 3006 CLASS IV LIN FT $80 62 348 346 3 $28,055 76' 47 2506 501 CONSTRUCT DPAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $164 00 53 3 53 31 0 $8 741 20 48 2506 501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 LIN FT $249 14 10. 10 51 0 $261597 49 2506 501 CONSTRUCT DRAINAGE STRUCTURE DESIGN o'6 -4020 LIN FT $212 65 60 2 6021 0 $12 801 53 50 2506 501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72 -4020 LIN FT $226 02 19 6 1961 0 $4 429 99 51 2506 501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84 -4020 LIN FT $34973 14 3 1431 0 $5,001 14 52 2506 502 CONS RUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1 210 00 8 8 0 $9 680 00 53 j2506 516 CASTING ASSEMBLY EACH $442 11 19 19 0 $8,400 09 54 2511 501 RANDOM RIPRAP CLASS IV CU YD $27 00 21 7 21 7 0 $585 90 55 2511 515 GEOTEXTILE FILTER TYPE IV SO YD $3 50 3261 32 6 01 $114 t0 Totals For SCHEDULE D STORM SEWER $138224 94 Project Totals $423,861 59 3 of 01475 -00 Pay Vouchers 8 Project Payment Status Owner City of Rosemount Client Project No Client Contract No Project No 01475 -00 Contractor Richard Knutson, Inc Contract Chanaes Monday, December 13, 2004 No Type IDate IDescription JAmount Change Order Totals 1 $000 Pavment Summary No From Date To Date Payment Total Payment Retainage Per Payment Total Retainage Completed 1 11/112002 11/30/2002 $256,964 70 $256,96470 $13,52446 $13,524 46 $270,489 16 2 12/112002 12/31/2002 $34,17662 $291,141 32 $1,79877 $15,323 23 $306,464 55 3 1/1/2003 4/30/2003 $37,20958 $328,350 90 $1,95840 S17,281 63 $345,632 53 4 5/1/2003 5131/2003 $37,60566 $366,95656 $1,97924 $19,260 87 $385,217 43 5 6/1/2003 6/30/2003 $6,94902 $372,90558 $365 74 $19,626 61 $392,532 19 6 7/1/2003 11/30/2003 $2,828 15 $375,73373 $14885 $19,775 46 $395,509 19 7 12/1/2003 9/30/2004 $26,93478 $402,66851 $1,417.62 $21,193 08 $423,861 59 8 FINAL 10/1/2004 11130/2004 $21,19308 $423,861 59 ($21,193 08) $0 00 $423,861 59 Payment Totals $423,861 59 $0 00 $423,861 59 Project Summary Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: $0.00 $423,861 59 Original Contract: $0.00 Contract Changes $423,861.59 Revised Contract: $461,251.31 $0.00 $461,251.31 t 4 of 4