HomeMy WebLinkAbout6.n. Payment 7 and Final - Prestwick Place 4th Addition, City Project 444 4 ROSEMOUNT EXECUTIVE SUMMARY
CITY COUNCIL
City Council Meeting: November 19, 2013
AGENDA ITEM: Payment 7 & Final — Prestwick Place 4th AGENDA SECTION:
Addition, City Project 444 Consent
PREPARED BY: Phil Olson, PE, Assistant City Engirt, AGENDA NO. (
ATTACHMENTS: Payment Voucher, Map APPROVED BY: ck)
RECOMMENDED ACTION: Motion to Approve Payment 7 and Final for Prestwick Place
4th Addition, City Project 444 to Kuechle Underground and Accepting it for Perpetual
Maintenance.
BACKGROUND:
This item is on the agenda to request Payment 7 and Final to Kuechle Underground for Prestwick Place
4th Addition, City Project 444.
The final construction amount of$1,000,568.38 is 2.40% higher than the contract amount of$977,099.21.
The increase in project cost is due to additional roadway and utility improvements on Abercorn Avenue.
The improvements were requested by the developer to allow an additional 6 lots to be developed as part
of Prestwick Place 5th Addition.
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.
G:\ENGPROJ\111\Council Items\20131119 CC Payment 7-Final.docx
1
A Owner: City of Rosemount Date: 10/30/2013
2875 145th Street West
WSB Rosemount,MN 55068-4941
For Period: 8/1/2013 to 10/31/2013 Request No.: 7&FINAL
Contractor: Kuechle Underground
ANIIIIIIIIIIM 10998 State Highway 55
ti Associates, Inc, Kimball,MN 55353
Pay Voucher
RSMT-Prestwick Place 4th Addition
Client Contract No.:
Project No.:01916-73
Client Project No.:444
Project Summary
1 Original Contract Amount $977,099.21
2 Contract Changes-Addition $0.00
3 Contract Changes-Deduction $0.00
4 Revised Contract Amount $977,099.21
5 Value Completed to Date $1,000,568.38
6 Material on Hand $0.00
7 Amount Earned $1,000,568.38
8 Less Retainage $0.00
9 Subtotal $1,000,568.38
10 Less Amount Paid Previously $942,983.17
11 Liquidated Damages $0.00
12 AMOUNT DUE THIS PAY VOUCHER NO.7&FINAL $57,585.21
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.
Re •mmended •r Approval by: Construction Observer:
oc .e:
ii
Approved .y Contractor Appro ed by�l ner:
Kuechl- ' nderg •u • City • Ro ;ea
it /tiiiili �&0,
Specified Contract Completion Date: Date:
10/31/2012
Comment:
Page I
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(5%MAXIMUM) LUMP SUM $26,000.00 1 1 0 $26,000.00
2 2104.501 REMOVE CURB AND GUTTER LIN FT $1.00 50 0 0 $0.00
3 2104.503 REMOVE CONCRETE WALK SQ FT $1.00 250 100 100 $100.00
4 2104.503 REMOVE BITUMINOUS WALK SQ FT $1.00 180 0 0 $0.00
5 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $1.00 25 2 0 $2.00
6 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT $5.00 10 5 5 $25.00
7 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $2.00 75 30 0 $60.00
8 2104.523 SALVAGE PERMANENT BARRICADE EACH $50.00 3 3 0 $150.00
9 2105.501 COMMON EXCAVATION CU YD $5.50 100 0 0 $0.00
10 2105.521 GRANULAR BORROW CU YD $0.01 2000 0 0 $0.00
11 2105.522 SELECT GRANULAR BORROW(CV) CU YD $9.60 6600 6517 0 $62,563.20
12 2105.601 POND EROSION RESTORATION LUMP SUM $2,000.00 1 1 0 $2,000.00
13 2112.501 SUBGRADE PREPARATION ROAD STA $165.00 23 23.65 0 $3,902.25
14 2211.501 AGGREGATE BASE CLASS 5 TON $10.05 3300 3391.58 0 $34,085.38
15 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.00 430 670 0 $2,010.00
16 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $63.00 970 908 0 $57,204.00
17 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C) TON $55.00 970 1072.58 0 $58,991.90
18 2506.522 ADJUST FRAME&RING CASTING(SANITARY) EACH $500.00 1 0 0 $0.00
19 2521.501 6"CONCRETE WALK SQ FT $4.15 10800 11285.3 0 $46,834.00
20 2531.501 CONCRETE CURB&GUTTER DESIGN B618 LIN FT $12.00 620 626 0 $7,512.00
21 2531.501 CONCRETE CURB&GUTTER,DESIGN MODIFIED S LIN FT $10.00 3630 3797 0 $37,970.00
22 2531.618 TRUNCATED DOMES SQ FT $36.00 56 72 0 $2,592.00
23 2531.618 TRUNCATED DOMES-SPECIAL SQ FT $38.00 16 0 0 $0.00
24 2545.523 4"NON-METALLIC CONDUIT LIN FT $7.00 420 515 0 $3,605.00
25 2554.602 PERMANENT BARRICADES(TYPE III) EACH $280.00 9 9 0 $2,520.00
26 2563.601 TRAFFIC CONTROL LUMP SUM $0.01 1 1 0 $0.01
27 2564.531 SIGN PANELS TYPE C SQ FT $32.00 26.25 26.25 0 $840.00
28 2564.602 F&I SIGN PANEL TYPED EACH $250.00 3 3 0 $750.00
29 2564.602 INSTALL PERMANENT BARRICADE(TYPE III) EACH $150.00 3 0 0 $0.00
30 2573.502 SILT FENCE,TYPE PREASSEMBLED LIN FT $1.00 1000 0 0 $0.00
31 2573.530 STORM DRAIN INLET PROTECTION EACH $30.00 35 18 0 $540.00
32 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $660.00 2 2 0 $1,320.00
33 2575.502 SEED MIXTURE 260 POUND $2.20 220 340 0 $748.00
34 2575.505 SODDING,TYPE LAWN(INCL.TOPSOIL&FERT.) SQ YD $2.50 4100 2980 0 $7,450.00
35 2575.511 MULCH MATERIAL TYPE 1 TON $300.00 6.5 6 0 $1,800.00
36 2575.519 DISK ANCHORING ACRE $200.00 3.2 3 0 $600.00
37 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $1.10 500 1720 0 $1,892.00
38 2575.605 SEEDING(INCL.TOPSOIL&FERTILIZER) ACRE $300.00 3.2 3.4 0 $1,020.00
39 2582.501 PAVEMENT MESSAGE(LEFT ARROW)EPDXY EACH $125.00 2 2 0 $250.00
40 2582.501 PAVEMENT MESSAGE(RIGHT-THRU ARROW)EPDXY EACH $250.00 2 2 0 $500.00
41 2582.502 4"SOLID LINE WHITE-EPDXY LIN FT $1.75 450 394 0 $689.50
42 2582.502 4"DOUBLE SOLID LINE YELLOW-EPDXY LIN FT $3.50 300 294 0 $1,029.00
Totals For Section SCHEDULE A-SURFACE IMPROVEMENTS: $367,555.24
SCHEDULE B-SANITARY SEWER IMPROVEMENTS
43 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON $9.00 10 0 0 $0.00
44 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $7,500.00 1 1 0 $7,500.00
45 2503.602 8"X4"PVC WYE EACH $98.00 31 30 0 $2,940.00
46 2503.603 4"PVC PIPE SEWER-SDR 26 LIN FT $10.00 1400 1544 0 $15,440.00
47 2503.603 8"PVC PIPE SEWER-SDR 35 LIN FT $36.00 767 823.0425 0 $29,629.53
48 2503.603_8"PVC PIPE SEWER-SDR 26 LIN FT $40.00 585 648 0 $25,920.00
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Item Item Description Units Unit Price Contract Quantity to Current Amount to
No. Quantity Date Quantity Date
49 2503.603 8"PVC PIPE SEWER-SDR 18 LIN FT $47.00 1415 1415 0 $66,505.00
50 2503.603 CONSTRUCT 8"OUTSIDE DROP LIN FT $160.00 65 72.09 0 $11,534.40
51 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT $62.00 80 80 0 $4,960.00
52 2503.603 TELEVISE SANITARY SEWER LIN FT $1.10 2847 3273.64 0 $3,601.00
53 2506.516 CASTING ASSEMBLY EACH $430.00 17 18 0 $7,740.00
54 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT $133.00 387 405.88 0 $53,982.04
Totals For Section SCHEDULE B-SANITARY SEWER IMPROVEMENTS: $229,751.97
SCHEDULE C-WATER MAIN IMPROVEMENTS
55 2104.501 REMOVE WATER MAIN LIN FT $4.00 10 0 0 $0.00
56 2104.523 SALVAGE HYDRANT&VALVE EACH $150.00 1 1 0 $150.00
57 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON $9.00 10 0 0 $0.00
58 2504.602 HYDRANT ASSEMBLY EACH $3,000.00 6 6 0 $18,000.00
59 2504.602 1"CORPORATION STOP EACH $147.00 31 34 0 $4,998.00
60 2504.602 1"CURB STOP&BOX EACH $160.00 31 34 0 $5,440.00
61 2504.602 CONNECT TO EXISTING WATER MAIN EACH $480.00 2 2 0 $960.00
62 2504.602 6"GATE VALVE AND BOX EACH $1,200.00 6 6 0 $7,200.00
63 2504.602 8"GATE VALVE AND BOX EACH $1,900.00 8 8 0 $15,200.00
64 2504.602 INSTALL SALVAGED HYDRANT,GATE VALVE,AND BOX EACH $660.00 1 1 0 $660.00
65 2504.603 1"TYPE K COPPER PIPE LIN FT $12.00 1300 1400 0 $16,800.00
66 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT $25.00 50 50 0 $1,250.00
67 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT $28.00 2291 2359 0 $66,052.00
68 2504.604 4"POLYSTYRENE INSULATION SQ YD $50.00 30 0 0 $0.00
69 2504.608 DUCTILE IRON FITTINGS POUND $2.91 3600 3475 0 $10,112.25
Totals For Section SCHEDULE C-WATER MAIN IMPROVEMENTS: $146,822.25
SCHEDULE D-STORM SEWER IMPROVEMENTS
70 2501.602 48"RC PIPE APRON W/PILING EACH $2,400.00 1 1 0 $2,400.00
71 2501.602 TRASH GUARD FOR 48"PIPE APRON EACH $820.00 1 1 0 $820.00
72 2502.541 4"PERF PE PIPE DRAIN LIN FT $7.00 400 0 0 $0.00
73 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS IV LIN FT $24.00 1443 1588.83 125.83 $38,131.92
74 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $26.00 893 893 0 $23,218.00
75 2503.541 24"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $30.00 1272 1314 0 $39,420.00
76 2503.541 30"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $43.00 116 107 0 $4,601.00
77 2503.541 36"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $57.00 355 354 0 $20,178.00
78 2503.541 48"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $98.00 118 118 0 $11,564.00
79 2503.602 CONSTRUCT BULKHEAD EACH $84.00 2 2 0 $168.00
80 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $220.00 141 163.98 11.68 $36,075.60
81 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $260.00 33 25.54 0 $6,640.40
82 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 66-4020 LIN FT $300.00 17 18.01 0 $5,403.00
83 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT $340.00 38 40.45 0 $13,753.00
84 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 78-4020 LIN FT $400.00 27 28.35 0 $11,340.00
85 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 90-4020 LIN FT $400.00 20 20.81 0 $8,324.00
86 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH $1,400.00 6 7 1 $9,800.00
87 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1,300.00 5 5 0 $6,500.00
88 2506.516 CASTING ASSEMBLY EACH $420.00 28 30 2 $12,600.00
89 2511.501 RANDOM RIPRAP CLASS IV-GROUTED CU YD $85.00 60 60 0 $5,100.00
1 90 2511.515 GEOTEXTILE FILTER FABRIC TYPE IV SQ YD $3.00 85 134 0 $402.00
Totals For SCHEDULE D-STORM SEWER IMPROVEMENTS: $256,438.92
Project Totals: $1,000,568.38
J
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Project Payment Status
Owner: City of Rosemount
Client Project No.:444
Client Contract No.:
Project No.:01916-73
Contractor: Kuechle Underground
Contract Changes
No. Type (Date (Description Amount
Change Order Totals: $0.00
Payment Summary _
No. From To Date Payment Total Retainage Total Total Payment Work Total Work
Date Payment Per Payment Retainage + Retainage Certified Per Certified
Payment
1 9/17/2012 9/30/2012 $186,945.37 $186,945.37 $9,839.23 $9,839.23 $196,784.60 $196,784.60 $196,784.60
2 10/1/2012 10/31/2012 $549,559.25 $736,504.62 $28,924.17 $38,763.40 $775,268.02 $578,483.42 $775,268.02
3 11/1/2012 11/30/2012 $65,993.02 $802,497.64 $3,473.32 $42,236.72 $844,734.36 $69,466.34 $844,734.36
4 12/1/2012 5/31/2013 $62,478.65 $864,976.29 $3,288.35 $45,525.07 $910,501.36 $65,767.00 $910,501.36
5 6/1/2013 6/30/2013 $12,834.50 $877,810.79 $675.50 $46,200.57 $924,011.36 $13,510.00 $924,011.36
6 7/1/2013 7/31/2013 $65,172.38 $942,983.17 $3,430.12 $49,630.69 $992,613.86 $68,602.50 $992,613.86
7& 8/1/2013 10/31/2013 $57,585.21 $1,000,568.38 ($49,630.69) $0.00 $1,000,568.38 $7,954.52 $1,000,568.38
FINAL
Payment Totals: $1,000,568.38 $0.00 $1,000,568.38 $1,000,568.38
Protect Summary
Material On Hand: $0.00
Total Payment to Date: $1,000,568.38 Original Contract: $977,099.21
Total Retainage: $0.00 Contract Changes: $0.00
Total Amount Earned: $1,000,568.38 Revised Contract: $977,099.21
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