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HomeMy WebLinkAbout6.f. Payment 8 & Final – Prestwick Place 7th Addition Street & Utility Improvements Project, City Project 448 �CROSEMO EXECUTIVE SUMMARY CITY COUNCIL City Council Meeting: October 21, 2014 AGENDA ITEM: Payment 8 & Final — Presfinrick Place 7th AGENDA SECTION: Addition Street & Utility Improvements Consent Project, City Project 448 PREPARED BY: Phil Olson, PE, Assistant City En ' eer AGENDA NO. � � . � ATTACHMENTS: Payment Voucher, Map APPROVED BY: RECOMMENDED ACTION: Motion to Approve Payment 8 and Final for Prestwick Place 7tn Addition Street & Utility Improvements Project, City Project 448 to LaTour Construction, Inc. and Accepting it for Perpetual Maintenance. BACKGROUND: This item is on the agenda to request Payment 8 and Final to LaTour Construction, Inc. for Prestwick Place 7`h Addition Street and Utility Improvements Project, City Project 448. The final construction amount of$1,468,773.18 is 4.5% less than the contract amount of$1,537,521.30. SUMMARY: 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. Satisfactorily showing that the contractor has complied�vith the provisions of l�linnesota 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. T�vo-year Maintenance Bond. G:AI?NGYROJ\448\Council Itcros\20141021 CC Yayment S and I�inal.doc� .. _ _ , . ROSEMO , , P i ���j� � � /+�� 4i ��i� . 1 � 0 �� � O �`'`�� ,,� �� '�� . � '� � 00 14� ST � '� � X �-� NSTW STE C � ,�o� :__ ._ __ . Z � q� _ e '9,y ' m u, p,p A1R AV E V �. -9G �'/ _ � _ �u ,, ��p'� F a a Q c �� q�, J� : _ ,'' '`�� � .� � ��, � , � _._ � J � ___ _ � ; ,,r'-! j. �(/ , , �2�: ° ��� �� �I�` o <,p �► P �a, - �o o ,.._ � �. .�,`�' � ,, o � � ��_� � ���� �A�2 TRL Q -.�.�C _ m ___ . __ __ C G� �42ND o ���`�,�; r� Sr w � � �5� � ��< __ _ M. µ OQ,� �E�p � v ,9r P� F �- l _ .. _._ Q �`�, .� �G � i � � �. � °�� �L'�� � .... .� � _� �e1 �'ggi �rF�-�AY 45TH ST V"V ( � � . .. 0 275 550 '1,100 1,650 2,200 �ti Feet � T:/GIS/City/Maps/Departmental Maps/Engineering/Chris/Location Map-448 April 2013 � Owner: City of Rosemount Date: 9/26/2014 2875 145th Street West ��� Rosemount, MN 55068-4941 For Period: 8/1/2014 to 9/26/2014 Request No.: 8 8�FINAL Contractor: Latour Construction ��► 2134 County Road 8 NW �� ;I.��.+�t�,iur<�..•, l.,c�. Maple Lake, MN 55358 Pay Voucher RSMT-Prestwick Place 7th Addition Ciient Contract No.: Project No.:01916-99 Client Project No.:448 Proiect Summarv 1 Original Contract Amount $1,537,521.30 2 Contract Changes-Addition $0.00 3 Contract Changes-Deduction $0.00 4 Revised Contract Amount $1,537,521.30 5 Value Completed to Date $1,468,773.18 6 Material on Hand $0.00 7 Amount Earned $1,468,773.18 8 Less Retainage $0.00 9 Subtotal $1,468,773.18 10 Less Amount Paid Previously $1,444,475.91 11 Liquidated Damages $0.00 12 AMOUNT DUE THIS PAY VOUCHER NO. 8 &FINAL $24,297.27 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. Reco mended fo pprova�by: Construction Observer: WSB sso ia — GZ�`� Approved by Contractor: Approved by Owner: Lato Construction City of Rosemount �.- ��� Q.�,.,,..- Specified Contract Compietion Date: Date: 6/30l2014 /�_/�— �,tL Comment: l ' Page 1 Project Material Status Item Item Description Units Unit Price Contract Quantity to Current Amount to No. Quantity Dat= Quantity Date SCHEDULE A-SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION �U1�1P SUM S15,OQO.L'0 1 1 0 $15,400.00 2 2104.501 REMOVE CURB AND GUTTER LIN FT $4.00 20 81 0 $324.00 3 2104.503 REMOVE CONCRETE WALK SQ FT 50.80 50 0 0 50.00 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 53.00 20 14 0 542.00 5 2104.511 SAVVING CONCRETE PAVEfv1ENT(FUL�DEPTH) LIN FT 56.00 S 0 0 50.00 6 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 53.00 30 30 0 590.00 7 2105.501 COMMON EXCAVAT�ON CU YD $4.50 100 0 0 50.00 8 2105.522 SEIECT GRANUTAR BORROW(CV) CU YD 510.80 9000 10396.14 0 5112,278.31 9 2112.501 SUBGRADE PREPARATION ROAD STA 5195.00 30 37.6 1.7 $7,332.00 10 2211.501 AGGREGATE BASE CLASS 5 MOD TON $1720 4450 4367.31 -62.68 575,117.73 11 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 53.00 600 775 0 52,325.00 12 2360.501 TYPE SP 12.5 4VEARING COURSE MIXTURE(2,C) TON 559.00 1500 1095.52 0 $64,635.68 13 2360.502 TYPE SP 12.5 NON VVEARING COURSE MIXTURE(2,C) TON $59.00 1500 1101.28 0 564,975.52 14 2506.522 ADJUST FRAME&RING CASTING(SANITARY) EACH $435.00 1 1 0 $435.00 15 2521.501 6"CONCRETE WALK S�FT 54.25 22500 20464.5 292.5 $86,974.13 16 2531.501 CONCRcTE CURB&GUTTER DESIGN B618 LIN FT 512.00 500 509 0 56,108.00 17 2531.501 CONCRETE CURB 8 GUTTER,DESIGN MODIFIED S LIN FT $9.00 5200 5236.3 194.3 547,126.70 18 2531.618 TRUNCATED DOMES SQ FT 536.00 150 220 0 57,920.00 19 2531.618 ADA COMPLIANCE SUPERVISOR LUMP SUM 5500.00 1 1 0 5500.00 20 2535.501 BITUMINOUS CURB LIN FT 55.60 40 35 0 $196.00 21 2545.523 4"NON-METALLIC CONDUIT LIN FT $4.00 1500 76525 0 $3,061.00 22 2554.602 PERMANENT BARRICADES(TYPE III) EACH b250.00 9 9 0 52,250.00 23 2554.602 RELOCATE PERMANENT BARRICADES EACH 5200.00 3 3 0 5600.00 24 2563.601 TRAFF�C CONTROL LUMP SUM 5400.00 1 0.9 0 5360.00 25 2504.602 F81 SIGN PANEL TYPE D EACH 5300.00 5 5 0 51,500.00 25 2573.502 SILT FENCE,TYPE PREASSEMBLED LIN FT 51.35 500 434 0 5585.90 27 2573.530 STORM DRAIN INLET PROTECTION EACH $150.00 34 34 0 S5,100.00 28 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $880.00 1 2 0 S1,7oQ�C 29 2573.603 BIOROLL LIN FT 52.85 1000 0 0 50.00 30 2575.501 SEEDING(INCL TOPSOIL 8 FERTILIZER) ACRE 5300.00 3 19.43 0 $5,829.00 31 2575.502 SEED MIXTURE 260 POUND $2.00 304 340 0 S680.00 32 2575.505 SODDING,TYPE LA��/N(INCL.TOPSOIL&FERT.) SQ YD 52.95 4800 0 0 $0.00 33 2575.511 MULCH MATERIAL TYPE i TON 5150.00 6 7.6 0 51,140.00 34 2575.519 DISK ANCHORING ACRE 5100.00 3 3.8 0 5380.00 Totals For Section SCHEDULEA-SUR�ACE IMPROVEMENTS: 5514,525.97 SCHEDULE B•SANITARY SEWER IMPROVEMENTS 35 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON 515.00 10 0 0 50.00 36 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 5780.00 1 1 0 5780.00 37 2503.602 8"PIPE PLUG EACH 518.00 4 4 0 572.00 38 2503.602 8"X4"PVC WYE EACH $190.00 45 46 0 58,740.00 39 25D3.603 4"PVC PIPE SEWER-S�R 26 LIN FT 58.50 2200 2216 0 518,836.00 40 2503.603 8"PVC PIPE SEWER-SDR 26 LIN FT 523.60 1022 101H 0 524,024.80 41 2503.603 TELEVISE SANITARY SE��JER LIN FT 51.20 2720 2720 0 53,264.00 42 2503.603 8"PVC PIPE SEWER-SDR 35 LIN FT S18.o0 1693 1683 0 531,303.80 43 2506.516 CASTING ASSEMBLY EACH 5870.00 11 11 0 S9,570.00 44 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT S180.00 166 170.11 0 530,619.80 Totals For Section SCHEDULE B-SANITARY SEV`+'ER IMPROVEMENTS: $127,210.40 SCHEDULE C•WATER MAIN IMPROVEMENTS 45 2104.501 REMOVE WA,TER�tAIN LIN FT 56.60 50 35 0 S231.00 46 2451.602 GRANULAR FOUNDATION AND/OR BEDDWG TON S15.00 �0 0 0 50.00 Pd��C � Item Item Description Units Unit Price Contract Quantity to Current Amount to No. Quantiry Cate �uantity Date 47 2504.602 CONNECT TO EXISTING WATER MAI�I EACH 5860.00 1 1 0 $860A0 48 2504.602 HYDRANT EACH 53,250.00 7 7 0 $22,75C.00 44 2504.602 RELOCATE 6"GATE VALVE AND BOX EACH 5250.00 1 0 0 $0.00 50 2504.602 RELOCATE 8"GATE VALVE AND BOX EACH 5510.00 1 1 0 5510.00 51 2504.6�2 1"CORPORATION STOP EACH $134.00 45 46 0 $6,164.00 52 2504.602 6"GATE VALVE AND BOX EACH $1,200.00 7 7 0 $8,400.00 53 2504.602 8"GATE VALVE AND BOX EACH 51,825.00 7 8 0 514,6�O.00 54 2504.602 1"CURB STOP 8 BOX EACH 5260.00 45 46 0 511,9fi4.00 55 2504.603 1"TYPE K COPPER PIPE LIN FT $11.00 20G0 2186.39 0 524,050.29 56 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT �25.00 150 1002 14.2 �2,505.00 57 2504.603 8"WATER�1AIN-DUCT IRON CL 52 LIN FT 530.70 29C0 29402 0 590,264.14 58 2504.604 4"POLYSTYRENE INSULATION SQ YD 544.00 200 65 0 52,860.00 59 2504.608 DUCTILE IRON FITTINGS POUND 53.05 3600 4175 0 $12,733.75 Totals For Section SCH�DUIE C-WATER MAIN IMPROVEMENTS: 5197,888.18 SCHEDULE D-STORM SEWER IMPROVEMENTS 60 2502.541 4"PERF PE PIPE DRAIN LIN FT S720 560 0 0 $0.00 61 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 523.00 2330 2347 0 553,981.00 62 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS II� LIN FT $25.00 350 346 0 $9,650.00 53 2503.541 21"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $28.00 180 180 0 $5,040.00 64 2503.541 27"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $37.00 320 320 0 511,840.00 65 2503.541 30"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 540.00 210 171 0 $6,840.00 66 2503.541 33"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $47.00 130 134 0 56,298.00 67 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-402D LIN FT $200.00 118 124.67 0 $24,934.00 68 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT 5315.00 10.7 10.7 0 53,370.50 69 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 LIN FT S580.00 6.36 6.36 0 53,688.80 70 2506.502 CONSTRUCT ORAINAGE STRUCTURE DESIGN G EACH 51,210.00 5 5 0 $6,050.00 71 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 51.335.00 11 11 0 $14,685.00 72 2506.516 CASTING ASSEMBIY EACH 5430.00 23 23 0 59,890.00 73 2506.522 ADJUST FRAME&RING CASTING(STORM) EACH $420.00 2 2 0 $840.00 74 2506.602 CONNECT INTO EXISTING STOR�1 SEWER EACH 5720.00 3 3 0 S2,160.00 Totals For Section SCHEDULE D-STORM SEWER Iti1PROVEMcNTS. $158,267.30 SCHEDULE E-TRUNK STORM SEWER IMPROVEMENTS 75 2105.607 TOPSOIL BORROW SPECIAL(LV) CU YD $12.00 1000 890 0 510,680.00 76 2501.602 TRASH GUARD FOR 48"PIPE APRON EACH 5610.00 1 1 0 5610.00 77 2501.602 48"RC PIPE APRON W/PILING EACH 55,100.00 1 1 0 $5,100.00 78 2503.511 48"RC PIPE SEVVER CLASS V LIN FT 5156.00 1460 1470.64 0 5229,419.84 79 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT $220.00 83.7 85.73 0 318,860.60 60 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 102-402C LIN FT $550.00 56.2 57.51 0 $31,630.50 81 2506.502 CONSTRUCT DRAINAGE STRUCTURE OESIGN SPECIAL 2 EACH 541,000.00 1 1 025 541,000.00 82 2506.516 CASTING ASSEMBIY EACH 5660.00 5 5 0 53,300.00 83 2506.522 ADJUST FRAME 8 RING CASTING(STORM) EACH 5420.00 1 1 0 3420.00 84 2506.502 CONNECT INTO EXISTING STORtit SE`/VER EACH 51.300.00 1 1 0 $1.300.00 85 2511.501 RANDOLI RIPRAP CLASS IV-GROUTED CU YD 5132.00 50 26 0 53,432.00 86 2511.515 GEOTEXTILE FILTER FABRIC TYPE IV SD YD 33.50 1C0 30 0 S105.00 87 2573.502 SILT FENCE,TYPE PREASSEMBLED LIN FT $1.25 800 236 0 5295.00 88 2575.SOt SEEDING(INCL TOPSOIL&FERTILIZER) ACP,E S350.00 2.1 0.1 0 535.00 89 2575.502 SEED MIXTURE 260 POUND 52.00 22 10 0 S20.00 90 2575.511 MULCH MATERIAL TYPE t TON 5200.00 3 0 0 S0.00 91 2575.519 DISKANCHORWG ACRE S100.00 1.3 0 0 50.00 92 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 50.95 3000 184 0 5174.80 PaQZ � Item Item Description Units Unit Price Contract Quantiry to Current �mount to No. QuanUty Date Quantity Date Totals For Section SCHEDULE E-TRUNK STORy1 SEWER Ifv1PROVEMENTS: 3346,382.74 ALTERNATE 1-PARK GRADING AND PARKING LOT CONSTRUCTION 93 2105.501 COMMON EXCAVITION CU YD 55.20 21Q0 2205 0 311,466.00 94 2105.507 SUBGRADE EXCAVATION CU YD S620 230 0 0 50.00 95 2105.522 SELECT GRANULAR BORROW(CV) CU YD �10.80 14�0 1400 0 515,120.00 96 2112.501 SUBGRADE PREPARATION ROAD STA 5250.00 4 4 0 51,000.00 97 2211.501 AGGREGATE BASE CLASS 5 M00 TON 517.20 760 560.38 80.38 $9,638.54 98 2357.502 81TUMINOUS MATERIAL FOR TACK COAT GALLON 53.00 100 120 0 5360.00 99 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON 567.00 250 215.59 0 $14,444.53 100 2360.502 TYPE SP 12.5 NON WEARING COURSE iy11XTURE(2,C) TON 567.00 250 240.11 0 S16,087.37 101 2521.501 6"CONCRETE WA.LK SQ FT 54.25 600 750 0 53,187.50 102 253�.501 CONCRETE CURB 8 GUTTER DES�GN Bo18 LIN FT 512.40 770 613 0 57,356.OQ 103 2531.618 TRUNCATED DOMES SQ FT 336.00 8 8 0 5288.D0 104 2564.531 F&I SIGN PANELS TYPE C S�FT 585.00 10 3.5 0 $297.50 105 2564.602 PAVEMENT MESSAGE(HANDICAPPED SYMBOL)PAINT EACH $50.00 2 2 0 5100.00 1G6 2564.603 4"SOLID LINE WHITE-PAINT LIN FT 50.75 1000 916 86 3687.00 107 2573.502 SILT FENCE,TYPE PREASSEMBLED LIN FT $1.25 1000 615 0 S758.75 108 2573.530 STORM DRAIN INLET PROTECTION EACH $149.00 1 1 0 5149.00 109 2575.502 SEED MIXTURE 260 POUND $2.00 360 360 0 5720.00 110 2575.511 MULCH MATER�AL TYPE t TON $150.00 12 5 0 5750.00 111 2575.519 DISKANCHORING ACRE $75.00 2,5 2.5 0 5187.50 112 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 S�YD �1.00 1000 950 0 5950.00 113 2575.665 SEEDING,MIX SOB(INCL.TOPSOIL&FERTILIZER) ACRE $300.00 3 3 0 $900.00 Totals For Section AI.TERNATE 1-PARK GRADING AND PARKING LOT CONSTRUCTION: $84,457.65 ALTERNATE 2•PARK BITUMINOUS TRAIL CONSTRUCTION 114 2105.501 COMMON EXCAVATION CU YD S6.00 20 0 0 S0.00 115 252'1.511 2"BITUMINOUS WALK SQ FT $2.75 4300 4264 0 511,726.00 Totals For Section ALTERNATE 2-PARK BITUMINOUS TRAIL CONSTRUCTION: $11,726.00 ALTERNATE 3-BASKETBALL COURT CONSTRUCTION 116 2105.501 COMMON EXCAVATION CU YD 56.00 10 344 0 32,064.00 117 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON S3.00 30 0 0 50.00 118 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(3,B) TON $160.00 55 62.26 0 59,961.60 119 2300.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(3,8) TON 5160.00 55 62.88 0 510,060.80 120 2521.511 2"BITUMINOUS WALK SQ FT 55.75 350 318 0 $1,828.50 121 2540.602 BASKETBALL GOAL EACH 52,150.00 2 2 0 54,300.00 Totals For ALTcRNATE 3-BASKETBALL COURT CONSTRUCTION: 828,214.90 Project Totals 51,468,773.18 PaUe 4 Project Payment Status Owner: City of Rosemount Client Project No.:448 Client Contract No.: Project No.:01916-99 Contractor: Latour Construction Contract Chan es No. Type Date Description Amount Change Order Totals: $0.00 Pa ment Summa No. From To Date Payment Total Retainage Total Total Payment Work Total Work Date Payment Per Payment Retainage + Retainage Certified Per Certified Payment 1 8/8/2013 8/31/2013 $578,186.72 $578,186.72 $30,430.88 $30,430.88 $608,617.60 $608,617.60 $608,617.60 2 9/1/2013 9/30/2013 �a421,936.27 �1,000,122.99 $22,207.17 $52,638.05 $1,052,761.04 $444,143.44 $1,052,761.04 3 10l1/2013 10/31/2013 $161,802.15 $1,161,925.14 $8,515.90 $61,153.95 $1,223,079.09 $170,318.05 $1,223,079.09 4 11/1/2013 11/30/2013 $7,515.92 �1,169,441.06 $395.58 $61,549.53 $1,230,990.59 $7,911.50 $1,230,990.59 5 12/1/2013 12l31/2013 $26,492.62 $1,195,933.68 $1,394.35 $62,943.88 $1,258,877.56 $27,886.97 $1,258,877.56 6 1/1/2014 5/31/2014 $103,470.81 $1,299,404.49 $5,445.83 $68,389.71 $1,367,794.20 $108,916.64 $1,367,794.20 7 6/1/2014 7/31/2014 �145,071.42 51,444,475.91 ($58,389.71) $10,000.00 $1,454,475.91 $86,681.71 $1,454,475.91 $�` 8/1/2014 9/26/2014 $24,297.27 $1,468,773.18 ($10,OOQ.00) $0.00 $1,468,773.18 $14,297.27 51,468,773.18 FINAL PaymentTotals: �1,468,773.18 �0.00 $1,468,773.18 �1,468,773.18 Proiect Summarv Material On Hand: 50.00 Total Payment to Date: 51,468,773.18 Original Contract: $1,537,521.30 Total Retainage: $0.00 Contract Changes: $0.00 Total Amount Earned: $1,468,773.18 Revised Contract: $1,537,521.30 Pa�,e �