HomeMy WebLinkAbout6.o. Payment 3 & Final - 2013 Street Improvement Project, City Project 441 4 ROSEMOUNT EXECUTIVE SUMMARY
CITY COUNCIL
City Council Meeting: December 17, 2013
AGENDA ITEM: Payment 3 & Final — Civic Campus AGENDA SECTION:
Connector Trail, City Project 441 Consent
PREPARED BY: Phil Olson, PE, Assistant City Engineer AGENDA NO. 0.0
ATTACHMENTS: Payment Voucher, Map APPROVED BY:
RECOMMENDED ACTION: Motion to Approve Payment 3 and Final for Civic Campus
Connector Trail, City Project 441 to Minnesota Dirt Works, Inc. and Accepting it for
Perpetual Maintenance.
BACKGROUND:
This item is on the agenda to request Payment 3 and Final to Minnesota Dirt Works,Inc. for Civic
Campus Connector Trail, City Project 441.
The final construction amount of$246,880.89 is 2.7% less than the contract amount of$253,781.55.
SUMMARY:
Staff recommends that Council approve Payment 3 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.
4. Two-year Maintenance Bond.
G:\ENGPROJ\441\Council Items\20131217 CC Payment 3-Final.docx
WSB
engineering planning•environmental•construction 701 Xenia Avenue South
Suite 300
Minneapolis,MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
November 20,2013
Mr. Daniel Ames
Minnesota Dirt Works, Inc.
2500 W. Cty Road 42, Suite 105
Burnsville,MN 55337
Re: Construction Pay Voucher No. 3 (Final)
Civic Campus Connector Trail Project
City of Rosemount Project No.C112-11-3B
S.A.P. 208-010-008
WSB Project No. 1916-60
Dear Mr.Ames:
Please find enclosed Construction Pay Voucher No. 3 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 original 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(IC134 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 763-287-8523. Thank you for your prompt
attention to this matter.
Sincerely,
WSB&Associates,Inc.
Nicholas E. Hentges, PE
Project Manager
Enclosures
cc: Andy Brotzler, City of Rosemount
Jean Harrington/Karin Kladar, City of Rosemount srb
St.Cloud• Minneapolis•St.Paul
Equal Opportunity Employer
wsbeng.corn
('.1.1'rrs j.nh.I,y llrtn'Lncnl-.1 herosg11.1f"iminnr7i-mportay/Nen.lrile.'C'nnlen((lullook'.A-C'EUG/M1.1/1-II.3R 1916.60 LTR IU 31',\'L C7R-d,nr
Owner: City of Rosemount Date: 11/19/2013
2875 145th Street West
Rosemount, MN 55068-4941
WSB
For Period: 12/15/2012 to 11/19/2013 Request No.: 3& FINAL
Contractor: Minnesota Dirt Works, Inc.
2500 West County Road 42
Associates, Inc, Burnsville, MN 55337
Pay Voucher
RSMT-TH3 Trail Improvement Project
Client Contract No.:
Project No.: 01916-60
Client Project No.: C112-11-3B/S.A.P. 208-010-008
Project Summary
1 Original Contract Amount $245,932.55
2 Contract Changes-Addition $7,849.00
3 Contract Changes- Deduction $0.00
4 Revised Contract Amount $253,781.55
5 Value Completed to Date $246,880.89
6 Material on Hand $0.00
7 Amount Earned $246,880.89
8 Less Retainage $0.00
9 Subtotal $246,880.89
10 Less Amount Paid Previously $229,413.97
11 Liquidated Damages $0.00
12 AMOUNT DUE THIS PAY VOUCHER NO. 3& FINAL $17,466.92
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: Construction Observer:
WSB &Associ tes, In .
Approved by Co'fct••. Approve. by 0,, er:
Minnesota D' 0 s, I c. City of -'.se bunt
Specified Contract Completion Date: Date:
11/30/2012 -, .OI 5
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
1 2021.501 MOBILIZATION LUMP SUM $12,150.00 1 1 0 $12,150.00
2 2101.501 CLEARING ACRE $4,000.00 0.3 0.19 0 $760.00
3 2101.502 CLEARING TREE $80.00 16 10 0 $800.00
4 2101.506 GRUBBING ACRE $3,000.00 0.3 0.19 0 $570.00
5 2101.507 GRUBBING TREE $80.00 16 10 0 $800.00
6 2104.501 REMOVE CONCRETE CULVERT LIN FT $7.00 90 80 0 $560.00
7 2104.501 REMOVE WATER MAIN LIN FT $7.00 30 10 0 $70.00
8 2104.501 REMOVE CURB AND GUTTER LIN FT $1.50 100 130 0 $195.00
9 2104.501 REMOVE WOOD FENCE LIN FT $2.50 386 300 0 $750.00
10 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $1.50 176 222 0 $333.00
11 2104.507 REMOVE RIPRAP CU YD $11.75 45 46 0 $540.50
12 2104.509 REMOVE CONCRETE APRON EACH $88.00 2 2 0 $176.00
13 2104.509 REMOVE GATE VALVE&BOX EACH $88.00 1 0 0 $0.00
14 2104.509 REMOVE CONCRETE FLUME EACH $180.00 4 4 0 $720.00
15 2104.509 REMOVE SIGN TYPE C EACH $25.00 4 4 0 $100.00
16 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT $4.25 6 0 0 $0.00
17 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $2.55 76 70 0 $178.50
18 2104.523 SALVAGE GATE VALVE&BOX EACH $88.00 1 1 0 $88.00
19 2104.523 SALVAGE HYDRANT EACH $180.00 1 1 0 $180.00
20 2105.501 COMMON EXCAVATION(P) CU YD $6.00 900 900 0 $5,400.00
21 2105.507 SUBGRADE EXCAVATION(P) CU YD $6.20 449 449 0 $2,783.80
22 2105.522 SELECT GRANULAR BORROW MOD 10%(CV)(P) CU YD $11.00 692 692 0 $7,612.00
23 2105.523 COMMON BORROW(CV)(P) CU YD $7.35 248 248 0 $1,822.80
24 2105.525 TOPSOIL BORROW(LV)(P) CU YD $19.25 798 798 0 $15,361.50
25 2123.610 STREET SWEEPER(WITH PICKUP BROOM) HOUR $115.00 20 2 0 $230.00
26 2130.501 WATER M GALLONS $44.35 20 0 0 $0.00
27 2211.503 AGGREGATE BASE(CV)CLASS 5 CU YD $29.55 425 391 0 $11,554.05
28 2221.503 AGGREGATE SHOULDERING(CV)CLASS 2 CU YD $42.00 41 35.5 0 $1,491.00
29 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE(2,B) TON $65.00 271 334 0 $21,710.00
30 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,B) TON $100.00 39 54 0 $5,400.00
31 2411.507 CONCRETE FLUME EACH $550.00 2 2 0 $1,100.00
32 2411.511 STRUCTURE EXCAVATION CLASS U(P) CU YD $8.00 764 764 0 $6,112.00
33 2411.618 MODULAR BLOCK RETAINING WALL SQ FT $21.15 2666 2656 0 $56,174.40
34 2501.515 12"RC PIPE APRON EACH $420.00 2 2 0 $840.00
35 2501.515 18"RC PIPE APRON EACH $470.00 1 1 0 $470.00
36 2501.569 15"RC SAFETY APRON EACH $475.00 1 1 0 $475.00
37 2503.541 12"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $25.50 94 84 0 $2,142.00
38 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $27.10 137 137 0 $3,712.70
39 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $29.30 255 249 0 $7,295.70
40 2504.602 CONNECT TO EXISTING WATER MAIN EACH $1,050.00 1 1 0 $1,050.00
41 2504.602 INSTALL HYDRANT EACH $1,075.00, 1 1 0 $1,075.00
42 2504.602 INSTALL GATE VALVE AND BOX EACH $515.00 1 1 0 $515.00
43 2504.602 8"GATE VALVE AND BOX EACH $2,000.00 1 0 0 $0.00
44 2504.603 6"WATERMAIN DUCTILE IRON CL 52 LIN FT $48.00 32 14 0 $672.00
45 2504.603 8"WATERMAIN DUCTILE IRON CL 52 LIN FT $57.00, 16 0 0 $0.00
46 2504.604 6"POLYSTYRENE INSULATION SQ YD $51.00 4 0 0 $0.00
47 2504.608 DUCTILE IRON FITTINGS POUND $4.50 325 150 0 $675.00
48 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD LIN FT $440.00 3.3 3.3 0 $1,452.00
49 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $320.00 16.2 16.2 0 $5,184.00
50 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL EACH $1,240.00 2 2 0 $2,480.00
Page 2
Item Item Description Units Unit Price Contract Quantity to Current Amount to
No. Quantity Date Quantity Date
51 2506.516 CASTING ASSEMBLY EACH $735.00 6 6 0 $4,410.00
52 2511.501 RANDOM RIPRAP CLASS II CU YD $64.00 32 40.6 0 $2,598.40
53 2521.501 4"CONCRETE WALK SQ FT $8.00 111 218 0 $1,744.00
54 2531.501 CONCRETE CURB&GUTTER DESIGN B612 LIN FT $28.00 108 130 0 $3,640.00
55 2531.618 TRUNCATED DOMES SQ FT $45.00 60 60 0 $2,700.00
56 2554.501 TRAFFIC BARRIER DESIGN B8338 LIN FT $19.55 363 368 0 $7,194.40
57 2554.509 GUIDE POST TYPE B EACH $50.00 8 13 0 $650.00
58 2554.521 ANCHORAGE ASSEMBLY-PLATE BEAM EACH $575.00 1 1 0 $575.00
59 2554.523 END TREATMENT-TANGENT TERMINAL EACH $2,540.00 1 1 0 $2,540.00
60 2557.501 WIRE FENCE DESIGN 48V-9322 LIN FT $18.50 323 347 0 $6,419.50
61 2557.523 METAL BRACE ASSEMBLY(CHAIN LINK FENCE) EACH $235.00 2 2 0 $470.00
62 2557.527 ELECTRICAL GROUND EACH $110.00 1 1 0 $110.00
63 2563.601 TRAFFIC CONTROL LUMP SUM $10,500.00 1 1 0 $10,500.00
64 2564.531 SIGN PANELS TYPE C SQ FT $32.00 35 45.32 0 $1,450.24
65 2573.502 SILT FENCE,TYPE MACHINE SLICED LIN FT $1.70 1488 750 0 $1,275.00
66 2573.505 FLOTATION SILT CURTAIN TYPE STILL WATER LIN FT $12.00 285 285 0 $3,420.00
i 67 2573.530 STORM DRAIN INLET PROTECTION EACH $155.00 3 3 0 $465.00
68 2573.540 FILTER LOG TYPE COMPOST LOG LIN FT $2.00 125 0 0 $0.00
69 2573.602 CULVERT PROTECTION EACH $83.00 2 2 0 $166.00
70 2575.501 SEEDING ACRE $125.00 2 1.04 0 $130.00
71 2575.502,SEED MIXTURE 240 POUND $2.50 112 104 0 $260.00
72 2575.511 MULCH MATERIAL TYPE 1 TON $375.00 0.8 0.64 0 $240.00
73 2575.519 DISK ANCHORING ACRE $312.50 0.4 0.32 0 $100.00
74 2575.523 EROSION CONTROL BLANKETS CATEGORY 0 SQ YD $2.00 301 0 0 $0.00
75 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $1.10 2828 3490 0 $3,839.00
76 2575.532 FERTILIZER TYPE 3 POUND $0.90 445 416 0 $374.40
77 2575.571 RAPID STABILIZATION METHOD 3 M GALLONS $450.00 5 0 0 $0.00
Totals For Section Schedule A: $239,031.89
Work Order 1
78 2554.521 ANCHORAGE ASSEMBLY-PLATE BEAM EACH $467.50 1 1 0 $467.50
79 2503.602 RECONSTRUCT DRAINAGE OUTLET EACH $610.00 1 1 0 $610.00
80 2506.602 RECONSTRUCT DRAINAGE STRUCTURE EACH $1,379.00 1 1 0 $1,379.00
Totals For Work Order 1: $2,456.50
Work Order 2
81 2105.523 COMMON BORROW(CV) CU YD $19.25 100 100 100 $1,925.00
82 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $325.00 6.1 6.1 6.1 $1,982.50
83 2503.602 CONNECT TO EXISTING STORM SEWER EACH $750.00 1 1 1 $750.00
84 2506.516 CASTING ASSEMBLY EACH $735.00 1 1 1 $735.00
Totals For Work Order 2: $5,392.50
Project Totals: $246,880.89
Page 3
Project Payment Status
Owner: City of Rosemount
Client Project No.: C112-11-3B/S.A.P. 208-010-008
Client Contract No.:
Project No.: 01916-60
Contractor: Minnesota Dirt Works, Inc.
Contract Changes
No. Type Date Description Amount
Work Due to field conditions that differed from those assumed during design, guardrail and
WO1 Order 12/12/2012 anchorage was modified, burled manhole was reconstructed, and storm sewer outlet $2,456.50
extended.
WO2 Work 11/19/2013 Storm sewer work for washout area. $5,392.50
Order
Change Order Totals: $7,849.00
Payment Summary
No. From Date To Date Payment Total Retainage Total Total Work Total Work
Payment Per Retainage Payment+ Certified Per Certified
Payment Retainage Payment
1 10/3/2012 11/8/2012 $172,633.52 $172,633.52 $9,085.98 $9,085.98 $181,719.50 $181,719.50 $181,719.50
2 11/9/2012 12/14/2012 $56,780.45 $229,413.97 $2,988.44 $12,074.42 $241,488.39 $59,768.89 $241,488.39
3 & 12/15/2012 11/19/2013 $17,466.92 $246,880.89 ($12,074.42) $0.00 $246,880.89 $5,392.50 $246,880.89
FINAL
Payment Totals: $246,880.89 $0.00 $246,880.89 $246,880.89
Project Summary
Material On Hand: $0.00
Total Payment to Date: $246,880.89 Original Contract: $245,932.55
Total Retainage: $0.00 Contract Changes: $7,849.00
Total Amount Earned: $246,880.89 Revised Contract: $253,781.55
Page 4
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Figure 2: Project Layout Map 4ROSEMOUNT WSB
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