HomeMy WebLinkAbout6.l. Payment 5 & Final – Greystone 2nd Addition Street & Utility Improvements Project, City Project 449 �tROSEI�lOLI1�1T' EXECUTIVE SUMMARY
CITY COUNCIL
City Council Meeting: September 16, 2014
AGENDA ITEM: Payment 5 & Final — Greystone 2nd AGENDA SECTION:
Addition Street & Utility Improvements Consent
Project, City Project 449
PREPARED BY: Phil Olson, PE, Assistant City Engin AGENDA NO.
. ' .
ATTACHMENTS: Payment Voucher, Map APPROVED BY:
RECOMMENDED ACTION: Motion to Approve Payment 5 and Final for Greystone 2"d
Addition Street & Utility Improvements Project, City Project 449 to Friedges Contracting
Co., LLC and Accepting it for Perpetual Maintenance.
BACKGROUND:
This item is on the agenda to request Payment 5 and Final to Friedges Contracting Co.,LLC for
Greystone 2°`{ Addition Street and Utility� Improvements Project, City Project 449.
The final construction amount of� 496,222.72 is 4.4% less than the contract amount of$519,194.20.
SUMMARY:
Staff recommends that Council approve Payment 5 and final for the project and accept the project for
perpetual maintenance subject to the follo�ving conditions.
1. Satisfactorily showing that the contractor has complied�vith the pro��isions of 1�Tinnesota Statutes
290.92 requiring withholding state income tax.
2. Evidence in the form of an affida�-it that all claims against the contractor by reasons of the
contract have been fully paid or sarisfactorily secuYed.
3. Consent of Surety to Final Payment certification from the contractor's surety.
4. Two-yeax l�laintenance Bond.
G:AI;NGPRO�\449\Council Itcros\2014U91G CC Pat�ment 5 and Finul.doc�
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�,,s,��.� engineering•planning�eravironmental•construction 701 Xenia Avenue South
Suite 300
Minneapolis,MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
August 7, 2014
Mr. Brady Enright, General Manager
Friedges Contracting Co., LLC
21980 Kenrick Avenue
Lakeville, MN 55044
Re: Construction Pay Voucher No. 5 (Final)
Greystone 2°d Addition
Street and Utility Construction
City of Rosemount Project No. 449
WSB Project No. 1916-98
Dear Mr. Enright:
Please find enclosed Construction Pay Voucher No. 5 and final (in triplicate) for the above-referenced
project for your review and signature. Please sign all three originals and return to the City of
Rosemount for processing. Please note that the originat signed vouchers must be accompanied by the
following documents when submitting for final payment.
1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes
290.92 requiring withholding state income tax([C134 forms).
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 (lien waivers).
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).
If you have any questions or concerns, please contact me at 651-322-2015. Thank you for your prompt
attention to this matter.
Sincerely,
WSB&Associates,Inc.
Phil Olson, PE
Project Manager
Enclosures
cc: Andy Brotzler, City of Rosemount
Jean Harrington/Karin Kladar, City of Rose�nount srb
Equal Opportunity Employer
wsbeng.com
(::/_\(:PROJ JJ9?0If030]1{y I.TR I'U J l�:\[_Aoc
� Owner: City of Rosemount Date: 7/3/2014
2875 145th Street West
��� Rosemount, MN 55068-4941
For Period: 12/1/2013 to 6/30/2014 Request No.: 5 & FINA�
Contractor: Friedges Contracting Co., LLC
21980 Kenrick Avenue
�t .f����� i�rn�.,, !�r . Lakeville, MN 55044
Pay Voucher
RSMT- Greystone 2nd Addition
Client Contract No.:
Project No.: 01916-98
Client Project No.:
Proiect Summarv
1 Original Contract Amount $519,194.20
2 Contract Changes-Addition $0.00
3 Contract Changes- Deduction $0.00
4 Revised Contract Amount $519,194.20
5 Value Completed to Date $496,222.72
6 Material on Hand $0.00
7 Amount Earned $496,222.72
8 Less Retainage $0.00
9 Subtotal $496,222.72
10 Less Amount Paid Previously $438,985.23
11 Liquidated Damages $0.00
12 AMOUNT DUE THIS PAY VOUCHER N0. 5 & FINAL $57,237.49
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 ended for Approval by: C
WSB Ass9� t� , {
✓��J .
Appro d by Contr oa�� Approve y Owner:
Frj d es Con ractir� 6�' .�LC�� City of Rosemount
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/ 1 s C.�,��.s=t-�t> 'ca-� 'bs�,�v��'�
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Specified Contract Completion Date: Date: � _ � � I �
8/31/2013 �J
Comment:
Page 1
Project Material Status
Item Item Description Uniis Unit Price Contract Quantity to Current Amount to
No. Quantity Date Quantity Date
SCHEDULE A-SURFACE IMPROVEMENTS
1 2021.501 MOBILIZATION LUMP SUM $17,500.00 1 1 0 $17,500.00
2 2104.501 REMOVE CURB AND GUTTER LIN FT $4.00 20 0 0 $0.00
3 2104.503 REMOVE CONCRETE WALK SQ FT $1.00 100 0 0 $0.00
4 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $6.00 50 50 0 5300.00
5 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT $6.00 10 0 0 $0.00
6 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $5.00 30 30 0 $150.00
7 2�05.501 COMMON EXCAVATION CU YD $7.00 1200 2D57 0 $14,399 00
8 2105.521 GRANULAR BORROW(LV) CU YD $0.01 2500 2057 0 $20.57
9 2105.522 SELECT GRANULAR BORROW(CV) CU YD $6 75 4400 3990 0 $26,932.50
10 2112.501 SUBGRADE PREPARATION ROAD STA 5190 00 12 12 0 52,280.00
11 2211.501 AGGREGATE BASE CLASS 5(100%CRUSHED) TON $12.00 2050 1960 5 0 $23,526.00
12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON �2.00 300 325 325 $650.00
13 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $60 00 640 558 05 558.05 $33,483.00
14 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C) TON S60 00 640 570.58 0 $34,234.80
15 2506.522 ADJUST FRAME&RING CASTING(SANITARY) EACH 3495.00 � 1 0 $495.00
16 2521.501 6"CONCRETE WALK SQ FT $4.25 4750 4725 0 $20,08t25
17 253L501 CONCRETE CURB&GUTTER DESIGN 86�8 LIN FT $12.55 90 82 0 $1,029.10
18 2531.501 CONCRETE CURB 8 GUTTER,DESIGN MODIFIED S LIN FT $10.15 2250 2155 0 $21,873.25
19 2531.604 7"CONCRETE VALLEY GUTTER SQ YD $55.00 60 0 0 $0.00
20 2531.618 TRUNCATED DOMES SQ FT $40.00 24 24 0 5960.00
21 2531.618 ADA COMPLIANCE SUPERVISOR LUMP SUM 5760 00 'I 1 0 5760.00
22 2535.501 BITUMINOUS CURB LIN FT 37.00 280 257 0 $1,799.00
23 2545.523 4"NON-METALLIC CONDUIT LIN FT $7.00 180 189 0 $'1,323 00
24 2563.60� TRAFFIC CONTROL LUMP SUM $500.00 1 1 0 $500.00
25 2564.602 F81 SIGN PANEL TYPE D EACH 5325.00 2 2 0 $650.00
26 2573.502 SILT FENCE,TYPE PREASSEMBLED LIN FT $1.95 1600 355 0 $692.25
27 2573.530 STORM DRAIN INLET PROTECTION EACH $150.00 16 15 0 $2,250.00
28 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $700 00 1 1 0 $700 00
29 2575.501 SEEDING(INCL TOPSOIL 8 FERTILIZER) ACRE $300.00 2.5 2.9 0 $870.00
30 2575.502 SEED MIXTURE 260 POUND 32.50 250 290 0 $725 00
31 2575.505 SODDING,TYPE LAWN(INCL.TOPSOIL&FERT.) SQ YD $2.75 2000 0 0 S0.00
32 2575.511 MULCH MATERIAL TYPE 1 TON 3350.00 5 1 8 0 $630 00
33 2575.519 DISKANCHORING ACRE $100.00 2.5 �.8 0 $180.00
34 2575 523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 5L'10 2000 5224 0 $5,746 40
Totals For Section SCHEDULE A-SURFACE IMPROVEMENTS: S214,740.12
SCHEDULE B-SANITARY SEWER IMPROVEMENTS
35 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON $0.01 10 0 0 $0.00
36 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH S1,100.00 1 1 0 51,100.00
37 2503.602 8"X4"PVC WYE EACH 5130.00 30 30 0 $3,900.00
38 2503.603 4"PVC PIPE SEWER-SDR 26 LIN FT 514.50 1400 1467 0 $21,271 50
39 2503.603 8"PVC PIPE SEWER-SDR 26 LIN FT 527.00 230 230 0 56,210 00
40 2503.603 8"PVC PIPE SEWER-SDR 35 LIN FT 521.00 915 915 0 �19,215.00
41 2503.603 TELEVISE SANITARY SEWER LIN FT $1.50 1145 1145 0 $1,717.50
42 2506.516 CASTING ASSEMBLY EACH $595 00 5 5 0 52,975.00
43 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT 5160 00 71 70.73 0 $11,316 80
Totals For Section SCHEDULE B-SANITARY SEWER IMPROVEMENTS: 567,705 80
SCHEDULE C-WATER MAIN IMPROVEMENTS
44 2104.501 REMOVE WATER MAIN LIN FT 5�0.00 10 10 0 5100.00
45 2104.523 SALVAGE HYDRANT&VALVE EACH 5375.00 1 1 0 S375A0
46 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON $001 �0 0 0 $0.00
��1�.?C 2,
Item Item Description Units Uni�Price Contract Quantity to Current Amount to
No. Quantity Date Quantity Date
47 2504.602 CONNECT TO EXISTING WATER MAIN EACH �575.00 1 1 0 $575.00
48 2504.602 HYDRANT EACH 53,310.00 3 3 0 59,930 00
49 2504.602 1"CORPORATION STOP EACH $165.00 30 30 0 34,950.00
50 2504.602 1"CURB STOP AND BOX EACH 5245.00 30 30 0 $7,350.00
51 2504.602 6"GATE VALVE AND BOX EACH $1,340.00 3 3 0 $4,020.00
52 2504.602 8"GATE VALVE AND BOX EACH 51,805.00 2 2 0 $3,610.00
53 2504.602 INSTALL SALVAGED HYDRANT,GATE VALVE,AND BOX EACH $600.00 1 1 0 $600.00
54 2504.603 1"TYPE K COPPER PIPE LIN FT $18.30 1320 1259 0 $23,039.70
55 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT 345.00 40 34 0 $1,530.00
56 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT $42.00 1166 1164 0 548,888.00
57 2504.604 4"POLYSTYRENE INSULATION SQ YD $35.00 25 7.11 0 $248.85
58 2504.608 DUCTILE IRON FITTINGS POUND $3.45 1800 '1070 0 $3,691.50
Totals For Section SCHEDULE C-WATER MAIN IMPROVEMENTS: $108,908-05
SCHEDULE D-STORM SEWER IMPROVEMENTS
59 2501.602 TRASH GUARD FOR 36"PIPE APRON EACH $955.00 1 1 0 $955.00
60 2501.602 36"RC PIPE APRON W/PILING EACH $3,750.00 1 1 0 $3,750.00
61 2502.541 4"PERF PE PIPE DRAIN LIN FT 310.00 150 0 0 $0.00
62 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $25.00 467 467 0 $11,675.00
63 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $29.00 344 344 0 $9,976.00
64 2503.541 24"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $34.00 477 477 0 $16,218.00
65 2503.541 27"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $43.00 290 290 0 512,470.00
66 2503.541 36"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $72.00 40 40 0 $2,880.00
67 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 3160.00 44 42.75 0 $6,840.00
68 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $255.00 81 79.45 0 $20,259.75
69 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH $1,360.00 2 2 0 $2,720.00
70 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 (2'X3') EACH $1,435.00 3 3 0 S4,305 00
71 2506.516 CASTING ASSEMBLY EACH 3500.00 11 11 0 55,500 00
72 2511.501 RANDOM RIPRAP CLASS IV-GROUTED CU YD $116.00 60 60 0 $6,960.00
73 2511.515 GEOTEXTILE FILTER FABRIC TYPE IV SQ YD $3.00 120 120 0 $360.00
Totals For SCHEDULE D-STORM SEWER IMPROVEMENTS $104,86875
Project Totals: S496,222.72
Pabe 3
Project Payment Status
Owner: City of Rosemount
Client Project No.:
Client Contract No.:
Project No.: 01916-98
Contractor: Friedges Contracting Co., LLC
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 Work Total Work
Date Payment Per Retainage Payment+ Certified Per Certified
Payment Retainage Payment
1 7/8/2013 7/31/2013 $279,398.81 $279,398.81 $14,705.20 $14,705.20 $294,104.01 $294,104.01 $294,104.01
2 8/1/2013 8/31/2013 $124,243.52 $403,642.33 $6,539.13 $21,244.33 $424,886.66 $130,782.65 $424,886.66
3 9/1/2013 10/31/2013 $33,093.78 $436,736.11 $1,741.78 $22,986.11 $459,722.22 $34,835.56 $459,722.22
4 11/1/2013 11/30/2013 $2,249.12 $438,985.23 $118.38 $23,104.49 $462,089.72 $2,367.50 $462,089.72
5 & 12/1/2013 6/30/2014 $57,237.49 $496,222.72 ($23,104.49) $0.00 $496,222.72 $34,133.00 $496,222.72
FINAL
Payment Totals: $496,222.72 $0.00 $496,222.72 $496,222.72
Proiect SummarY
Material On Hand: $0.00
Total Payment to Date: $496,222.72 Original Contract: $519,194.20
Total Retainage: $0.00 Contract Changes: $0.00
Total Amount Earned: $496,222.72 Revised Contract: $519,194.20
Pa�e 4
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