HomeMy WebLinkAbout6.m. Payment 9 and Final - Greystone 1st Addition, City Project 439 4 ROSEMOUNT EXECUTIVE SUMMARY
CITY COUNCIL
City Council Meeting: November 19, 2013
AGENDA ITEM: Payment 9 & Final — Greystone 1st AGENDA SECTION:
Addition, City Project 439 Consent
PREPARED BY: Phil Olson, PE, Assistant City Engi AGENDA NO. (j •V r ll
ATTACHMENTS: Payment Voucher, Map APPROVED BY:
oaf
RECOMMENDED ACTION: Motion to Approve Payment 9 and Final for Greystone 1st
Addition, City Project 439 to Kuechle Underground and Accepting it for Perpetual
Maintenance.
BACKGROUND:
This item is on the agenda to request Payment 9 and Final to Kuechle Underground for Greystone 1st
Addition, City Project 439.
The final construction amount of$828,158.22 is .05%less than the contract amount of$828,568.51.
SUMMARY:
Staff recommends that Council approve Payment 9 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\439\Council Items\20131119 CC Payment 9-Final.docx
Owner: City of Rosemount
i 2875 145th Street West Date: 10/30/2013
wsB Rosemount, 55068-4941
For Period: 8/1/2013 to 10/3/3 1/2013 Request No.: 9& FINAL
Contractor: Kuechle Underground
/11 10998 State Highway 55
&Associates, Inc. Kimball, MN 55353
Pay Voucher
RSMT-Greystone 1st Addition
Client Contract No.:
Project No.: 01916-66
Client Project No.: 439
Proiect Summary
1 Original Contract Amount $828,568.51
2 Contract Changes-Addition $0.00
3 Contract Changes-Deduction $0.00
4 Revised Contract Amount $828,568.51
5 Value Completed to Date $828,158.22
6 Material on Hand $0.00
7 Amount Earned $828,158.22
8 Less Retainage $0.00
9 Subtotal $828,158.22
10 Less Amount Paid Previously $786,750.31
11 Liquidated Damages $0.00
12 AMOUNT DUE THIS PAY VOUCHER NO. 9&FINAL $41,407.91
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 pproval by: Construction Observer:
WSB : A .oci•t
41,4, _
Approved by Contractor: Approved •"Owner:
Kuechie dergr. • . City •f R. e /
r
Specified Contract Completion Date: Date:
10/31/2012
Comment:
Page 1
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 $9,100.00 1 1 0 $9,100.00
2 2104.501 REMOVE CURB AND GUTTER LIN FT $1.00 100 73 0 $73.00
3 2104.503 REMOVE BITUMINOUS WALK SQ FT $1.00 200 176 0 $176.00
4 2104.503 REMOVE CONCRETE WALK SQ FT $1.00 50 40 0 $40.00
5 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $1.00 150 32 0 $32.00
6 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT $5.00 5 0 0 $0.00
7 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $2.00 60 15 0 $30.00
8 2105.501 COMMON EXCAVATION CU YD $4.00 100 806 0 $3,224.00
9 2105.521 GRANULAR BORROW(LV) CU YD $0.01 2250 0 0 $0.00
10 2105.522 SELECT GRANULAR BORROW(CV) CU YD $8.00 6700 7380 0 $59,040.00
11 2112.501 SUBGRADE PREPARATION ROAD STA $250.00 20 19 0 $4,750.00
12 2211.501 AGGREGATE BASE CLASS 5 TON $12.00 3600 3465.97 0 $41,591.64
13 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.50 600 650 0 $1,625.00
14 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $62.00 1200 1237.96 0 $76,753.52,
15 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C) TON $60.00 1100 1004.78 0 $60,286.80
16 2521.501 6"CONCRETE WALK SQ FT $4.05 7800 7845 0 $31,772.25
17 2521.511 2"BITUMINOUS WALK SQ FT $2.13 3850 3800 0 $8,094.00
18 2531.501 CONCRETE CURB&GUTTER DESIGN B618 LIN FT $11.00 1050 841 0 $9,251.00
19 2531.501 CONCRETE CURB&GUTTER,DESIGN MODIFIED S LIN FT $10.00 2450 2801 0 $28,010.00
20 2531.618 TRUNCATED DOMES SQ FT $33.00 36 32 0 $1,056.00
21 2535.501 BITUMINOUS CURB LIN FT $6.58 290 295 0 $1,941.10
22 2545.523 4"NON-METALLIC CONDUIT LIN FT $2.00 350 440 0 $880.00
23 2554.602 PERMANENT BARRICADES(TYPE III) EACH $250.00 7 7 0 $1,750.00
24 2563.601 TRAFFIC CONTROL LUMP SUM $0.01 1 1 0 $0.01
25 2564.531 F&I SIGN PANELS TYPE C SQ FT $32.00 18.8 18.75 0 $600.00
26 2564.602 F&I SIGN PANEL TYPE D EACH $250.00 4 4 0 $1,000.00
27 2573.502 SILT FENCE,TYPE PREASSEMBLED LIN FT $4.10 300 0 0 $0.00
28 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $500.00 1 1 0 $500.00
29 2573.602 INLET PROTECTION EACH $10.00 23 26 0 $260.00
30 2575.501 SEEDING(INCL TOPSOIL&FERTILIZER) ACRE $125.00 3.7 2.54 0 $317.50
31 2575.502 SEED MIXTURE 260 POUND $1.75 370 254 0 $444.50
32 2575.505 SODDING,TYPE LAWN(INCL.TOPSOIL&FERT.) SQ YD $2.75 2500 2560 0 $7,040.00
33 2575.511 MULCH MATERIAL TYPE 1 TON $250.00 4.4 3.66 0 $915.00
34 2575.519 DISK ANCHORING ACRE $150.00 2.2 1.83 0 $274.50
35 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $1.00 7420 3424 0 $3,424.00
36 2582.501 PAVEMENT MESSAGE(LT ARROW)EPDXY EACH $130.00 3 3 0 $390.00
37 2582.501 PAVEMENT MESSAGE(RT ARROW)EPDXY EACH $130.00 1 0 0 $0.00
38 2582.501 PAVEMENT MESSAGE(RIGHT-THRU ARROW)EPDXY EACH $200.00 2 2 0 $400.00
39 2582.502 4"SOLID LINE WHITE-EPDXY LIN FT $0.68 1150 1178 0 $801.04
40 2582.502 24"SOLID LINE YELLOW-EPDXY LIN FT $9.00 100 57 0 $513.00
41 2582.502 4"DOUBLE SOLID LINE YELLOW-EPDXY LIN FT $1.36 700 636 0 $864.96
42 2582.503 CROSSWALK MARKING-EPDXY SO FT $6.25 140 162 0 $1,012.50
Totals For Section SCHEDULE A-SURFACE IMPROVEMENTS: $358,233.32
SCHEDULE B-SANITARY SEWER IMPROVEMENTS
43 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON $0.01 10 0 0 $0.00
44 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $2,300.00 1 1 0 $2,300.00
45 2503.602 8"X4"PVC WYE EACH $85.00 11 11 0 $935.00
46 2503.602 10"X4"PVC WYE EACH $170.00 14 14 0 $2,380.00
47 2503.603 4"PVC PIPE SEWER-SDR 26 LIN FT $9.00 1150 1253 0 $11,277.00
48 2503.603 8"PVC PIPE SEWER-SDR 26 LIN FT $20.00 470 475 0 $9,500.00
Page 2
Item Item Description Units Unit Price Contract Quantity to Current Amount to
No. Quantity Date Quantity Date
49 2503.603 10"PVC PIPE SEWER-SDR 26 LIN FT $29.00 1300 1275 0 $36,975.00
50 2503.603 TELEVISE SANITARY SEWER LIN FT $1.05 1950 1946 0 $2,043.30
51 2503.603 10"PVC PIPE SEWER-DR 18 LIN FT $80.00 190 181 0 $14,480.00
52 2506.516 CASTING ASSEMBLY EACH $290.00 16 16 0 $4,640.00
53 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT $160.00 300 281.15 0 $44,984.00
Totals For Section SCHEDULE B-SANITARY SEWER IMPROVEMENTS: $129,514.30
SCHEDULE C-WATER MAIN IMPROVEMENTS
54 2104.501 REMOVE WATER MAIN LIN FT $5.00 10 5 0 $25.00
55 2451.602 GRANULAR FOUNDATION AND/OR BEDDING TON $0.01 10 0 0 $0.00
56 2504.602 CONNECT TO EXISTING WATER MAIN EACH $350.00 1 1 0 $350.00
57 2504.602 1"CORPORATION STOP EACH $139.00, 26 26 0 $3,614.00
58 2504.602 1"CURB STOP AND BOX EACH $160.00 26 26 0 $4,160.00
59 2504.602 6"GATE VALVE AND BOX EACH $1,200.00 6 6 0 $7,200.00
60 2504.602 8"GATE VALVE AND BOX EACH $1,900.00 7 7 0 $13,300.00
61 2504.602 HYDRANT ASSEMBLY EACH $3,000.00 6 6 0 $18,000.00
62 2504.603 1"TYPE K COPPER PIPE LIN FT $12.00 1130 1155 0 $13,860.00
63 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT $25.00 60 54 0 $1,350.00
64 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT $26.00 1970 1991 0 $51,766.00
65 2504.604 4"POLYSTYRENE INSULATION SQ YD $35.00 30 14 0 $490.00
66 2504.608 DUCTILE IRON FITTINGS POUND $3.00 3160 3425 0 $10,275.00
Totals For Section SCHEDULE C-WATER MAIN IMPROVEMENTS: $124,390.00
SCHEDULE D-STORM SEWER IMPROVEMENTS
67 2104.501 REMOVE SEWER PIPE(STORM) LIN FT $3.50 50 8 0 $28.00
68 2104.507 REMOVE RIPRAP CU YD $7.00 30 30 0 $210.00
69 2104.509 REMOVE PIPE APRON EACH $50.00 1 1 0 $50.00
70 2501.515 15"RC PIPE APRON WITH TRASH GUARD EACH $570.00 3 3 0 $1,710.00
71 2501.515 18"RC PIPE APRON WITH TRASH GUARD EACH $630.00 3 3 0 $1,890.00
72 2501.515 24"RC PIPE APRON WITH TRASH GUARD EACH $770.00 1 1 0 $770.00
73 2501.602 TRASH GUARD FOR 48"PIPE APRON EACH $850.00 1 1 0 $850.00
74 2501.602 48"RC PIPE APRON W/PILING EACH $1,700.00 1 1 0 $1,700.00
75 2502.541 4"PERF PE PIPE DRAIN LIN FT $6.00 300 50 0 $300.00
76 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $23.00 555 539 0 $12,397.00
77 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $25.00 627 627 0 $15,675.00
78 2503.541 24"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $33.00 34 34 0 $1,122.00
79 2503.541 36"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $56.00 938 941 0 $52,696.00
80 2503.541 42"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $76.00 35 35 0 $2,660.00
81 2503.541 48"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $91.00 171 171 0 $15,561.00
82 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $220.00 36 39.18 0 $8,619.60
83 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $250.00 49 51.37 0 $12,842.50
84 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT $340.00 46 49.5 0 $16,830.00
85 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 78-4020 LIN FT $550.00 5 5.45 0 $2,997.50
86 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH $960.00 1 1 0 $960.00
87 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $900.00 8 8 0 $7,200.00
88 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH $6,000.00 1 1 0 $6,000.00
89 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 EACH $10,000.00 2 2 0 $20,000.00
90 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 4 EACH $8,000.00 1 1 0 $8,000.00
91 2506.516 CASTING ASSEMBLY EACH $390.00 17 17 0 $6,630.00
92 2506.602 CONNECT INTO EXISTING STORM SEWER EACH $410.00 1 1 0 $410.00
93 2511.501 RANDOM RIPRAP CLASS III CU YD $55.00 192 184 0 $10,120.00
94 2511.501 RANDOM RIPRAP CLASS IV CU YD $55.00 30 50 0 $2,750.00
Page 3
Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date
95 2511.501 RANDOM RIPRAP CLASS IV-GROUTED CU YD $76.00 26 49 0 $3,724.00
96 2511.515 GEOTEXTILE FILTER FABRIC TYPE IV SQ YD $2.00 320 659 0 $1,318.00
Totals For SCHEDULE D-STORM SEWER IMPROVEMENTS: $216,020.60
Project Totals: $828,158.22
Page 4
Project Payment Status
Owner: City of Rosemount
Client Project No.: 439
Client Contract No.:
Project No.: 01916-66
Contractor: Kuechle Underground
Contract Chan es
No. I it IDate IDescription Amount
Change Order Totals: $0.00
Payment Summary
No. From To Date Payment Total Retainage Total Total Work Total Work
Date Payment Per Retainage Payment+ Certified Per Certified
Payment Retainage Payment
1 7/17/2012 7/31/2012 $173,080.51 $173,080.51 $9,109.50 $9,109.50 $182,190.01 $182,190.01 $182,190.01
2 8/1/2012 8/31/2012 $283,464.42 $456,544.93 $14,919.18 $24,028.68 $480,573.61 $298,383.60 $480,573.61
3 9/1/2012 9/30/2012 $172,134.95 $628,679.88 $9,059.73 $33,088.41 $661,768.29 $181,194.68 $661,768.29
4 10/1/2012 10/31/2012 $61,620.08 $690,299.96 $3,243.17 $36,331.58 $726,631.54 $64,863.25 $726,631.54
5 11/1/2012 11/30/2012 $22,620.93 $712,920.89 $1,190.57 $37,522.15 $750,443.04 $23,811.50 $750,443.04
6 12/1/2012 5/31/2013 $64,777.25 $777,698.14 $3,409.33$40,931.48 $818,629.62 $68,186.58 $818,629.62
7 6/1/2013 6/30/2013 $3,782.42 $781,480.56 $199.08 $41,130.56 $822,611.12 $3,981.50 $822,611.12
8 7/1/2013 7/31/2013 $5,269.75 $786,750.31 $277.35 $41,407.91 $828,158.22 $5,547.10 $828,158.22
9& 8/1/2013 10/31/2013 $41,407.91 $828,158.22 ($41,407.91) $0.00 $828,158.22 $0.00 $828,158.22
FINAL
Payment Totals: $828,158.22 $0.00 $828,158.22 $828,158.22
Proiect Summary
Material On Hand: $0.00
Total Payment to Date: $828,158.22 Original Contract: $828,568.51
Total Retainage: $0.00 Contract Changes: $0.00
Total Amount Earned: $828,158.22 Revised Contract: $828,568.51
Page 5
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