HomeMy WebLinkAbout6.r. Payment 4 & Final - TH 3 Underpass Project, City Project 443 � ROS�1 �' lO�� EXECUTIVE SUMMARY
CITY COUNCIL
City Council Meeting: December 16, 2014
AGENDA ITEM: Payment 4 & Final —T.H. 3 Underpass AGENDA SECTION:
Project, City Project 443 Consent
PREPARED BY: Phil Olson, PE, Assistant City Engi AGENDA NO. �
. •
ATTACHMENTS: Payment Voucher, Map APPROVED BY:
RECOMMENDED ACTION: Motion to Approve Payment 4 and Final for T.H. 3 Underpass
Project, City Project 443 to Minnesota Dirt Works, Inc. and Accepting it for Perpetual
Maintenance.
BACKGROUND:
This item is on the agenda to request Payment 4 and Final to Minnesota Dirt Works, Inc. for T.H. 3
Underpass Project, City Project 443.
The final construction amount of$749,693.39 is .4% less than the contract amount of�752,623.84.
SUMMARY:
Staff recommends that Council approve Payment 4 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 with the provisions of l�Tinnesota Statutes
290.92 requiring�vithholding 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 Suret�- to Final Payment certification from the contractor's surety.
4. Two-year Maintenance Bond.
G:AI?NGPROJ\443\Council Items\21114121G CC Payment 4 and I�inal.doc�
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- Owner: City of Rosemount Date: 11124/2014
2875 145th Street West
��� Rosemount, MN 55068-4941
For Period: 1112112013 to 1112412014 Request No.: 4&FINAL
Contractor: Minnesota Dirt Works, Inc.
2500 West County Road 42
&:Rssnciatc•s. lrrc, Burnsville, MN 55337
Pay Voucher
RSMT-TH 3 Pedestrian Underpass
Client Contract No.:
Project No.: 01916-68
Client Project No.:443/SAP 208-010-009
Proiect Summarv
1 Original Contract Amount $745,894.17
2 Contract Changes-Addition $35,351.41
3 Contract Changes-Deduction ($28,621.74)
4 Revised Contract Amount $752,623.84
5 Value Completed to Date $749,693.39
6 Material on Hand $0.00
7 Amount Earned $749,693.39
8 Less Retainage $0.00
9 Subtotal $749,693.39
10 Less Amount Paid Previously $708,465.72
11 Liquidated Damages $0.00
12 AMOUNT DUE THIS PAY VOUCHER NO. 4& FINAL $41,227.67
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&Associates, Inc. -�
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Approved by C ntra�t r: Approved y wner:
Minnesota rt rks, Inc. City f R mo
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Specified Contract Completion Date: Date: l ✓�_'�_��
8/31/2013 �
Comment:
, �'�g� �
Project Material Status
Item Item Description Units Unit Price ConVact Quantity to Current Amount to
No. Quantity Date Quantity Date
Roadway
1 2021.501 MOBILIZATION LUMP SUM $37,500.00 1 1 0 $37,500.00
2 2101.502 CLEARING TREE $50.00 19 7 0 $350.00
3 2101.507 GRUBBING TREE $50.00 19 7 0 $350.00
4 2104.501 REMOVE WATER MAIN LIN FT $7.40 200 210 0 $1,554.00
5 2104.501 REMOVE CURB AND GUTTER LIN FT $3.25 97 176 0 $572.00
6 2104.501 REMOVE RETAINING WALL LIN FT $10.75 83 80 0 $860.00
7 2104.503 REMOVE BITUMINOUS WALK SQ FT $0.20 5094 5073 0 $1,014.60
8 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $3.00 734 765 0 $2,295.00
9 2104.509 REMOVE SIGN TYPE C EACH $25 00 4 0 0 $0.00
10 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT $5.50 26 8 0 $44.00
11 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $3.50 674 335 0 $1,172.50
12 2104.521 SALVAGE RETAINING WALL LIN FT $17.00 20 20 0 $340.00
13 2104.523 SALVAGE SIGN TYPE C EACH $25.00 1 0 0 $0.00
14 2105.501 COMMON EXCAVATION CU YD $8.20 4057 3506 0 $28,749.20
15 2105.507 SUBGRADE EXCAVATION CU YD $10.35 337 337 0 $3,487.95
16 2105.522 SELECT GRANUTAR BORROW(CV) CU YD $16.50 140 140 0 $2,310.00
17 2105.525 TOPSOIL BORROW(LV) CU YD $20.00 711 197 197 $3,940.00
18 2123.610 STREET SWEEPER(WITH PICKUP BROOM) HOUR $125.00 20 18.5 0 $2,312.50
19 2130.501 WATER M GALLONS $45.00 20 0 0 $0.00
20 2211.501 AGGREGATE BASE CLASS 5 TON $15 40 191 0 0 $0.00
21 2211.503 AGGREGATE BASE(CV)CLASS 5 CU YD $32.00 424 424 0 $13,568.00
22 2221 503 AGGREGATE SHOULDERING(CV)CLASS 2 CU YD $57.00 78 26 0 $1,482.00
23 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE(2,B) TON $75.50 173 173 0 $13,061.50
24 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(4,F) TON $SS]0 371 264.95 0 522,70622
25 2401.501 STRUCTURAL CONCRETE(1A43) CU YD $450.00 88 94 0 $42,300.00
26 2401.501 STRUCTURAL CONCRETE(3Y43) CU YD $550.00 145 168 0 $92,400.00
27 2402.583 ORNAMENTAL METAL RAILING TYPE SPECIAL LIN FT $155.00 199 191 0 $29,605.00
28 2411.541 REINFORCEMENT BARS POUND $1.20 10510 10510.4 0 $12,612.48
29 2411.541 REINFORCEMENT BARS(EPDXY COATED) POUND $1.25 19080 20075.5 0 $25,094.38
30 2411.601 STRUCTURE EXCAVATION LUMP SUM 536,800 00 1 1 0 $36,800.00
31 2411.603 INSTALL RETAINING WALL LIN FT $37.00 20 17 0 $629.00
32 2412.511 14X10 PRECAST CONCRETE BOX CULVERT LIN FT $1,115.00 124 124 0 $138,260.00
33 2451.507 GRANULAR BEDDING(LV) CU YD $36.00 205 30 0 $1,080.00
34 2451.607 SELECT GRANULAR BACKFILL(CV) CU YD $13.00 2360 2360 0 $30,680.00
35 2452.606 STEEL SHEET PILING(TEMPORARY) LUMP SUM $27,000.00 1 0 0 $0.00
36 2503.541 12"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $29 00 257 212 0 $6,148.00
37 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $450.00 1 1 0 $450.00
38 2503.603 24"STEEL CASING PIPE LIN FT $110.00 201 201 0 $22.110.00
39 2504.602 CONNECT TO EXISTING WATER MAIN EACH $850.00 2 2 0 $1,700.00
40 2504.602 ADJUST HYDRANT AND GATE VALVE EACH $1,400.00 1 1 0 $1,400.00
41 2504 602 ADJUST GATE VALVE EACH $220 00 1 2 0 $440.00
42 2504.603 12"WATERMAIN DUCTILE IRON CL 52 LIN FT $52.00 230 236 0 $12,272.00
43 2504.608 DUCTILE IRON FITTINGS POUND $3 70 860 860 0 $3,182.00
44 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN F LIN FT �2.80 14.6 14.6 0 $40.88
45 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-48 LIN FT $420 00 14.4 14.4 0 $6,048.00
46 2506.516 CASTING ASSEMBLY EACH $700.00 5 5 0 $3,500.00
47 2521 501 4"CONCRETE WALK SQ FT $4.00 940 2783 0 $11,132.00
48 2521.501 6"CONCRETE WALK SQ FT $4.65 288 224 0 $1,041.60
49 2531.501 CONCRETE CURB&GUTTER DESIGN 6612 LIN FT $22.00 98 183 0 $4,026.00
50 2531.618 TRUNCATED DOMES SQ FT $40.00 80 72 0 $2,880.00
Page 3
Item Item Description Units Unit Price Contrad Duantity to Current Amount to
No. �uantity Date Quantity Date
51 2533.507 PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 LIN FT $14 50 200 230 0 $3,335.00
52 2533 508 RELOCATE PORTABLE PRECAST CONC BARRIER DESIGN 8337 LIN FT $3.00 200 0 0 $0.00
53 2545.601 LIGHTING SYSTEM LUMP SUM $17,350.00 1 1 0 $17,350.00
54 2554.501 TRAFFIC BARRIER DESIGN B8338 LIN FT $17.45 345 375 0 36,543.75
55 2554.509 GUIDE POST TYPE B EACH $50.00 5 7 0 $350.00
56 2554.521 ANCHORAGE ASSEMBLY-PLATE BEAM EACH $417.75 1 0 0 $0.00
57 2554.523 END TREATMENT-TANGENT TERMINAL EACH $2,335.00 1 2 0 $4,670.00
58 2554.602 GUARDRAIL POST SEAT EACH $340.00 5 3 0 $1,020.00
59 2554.615 IMPACT ATTENUATOR ASSEMBLY $1,750.00 2 2 0 $3,500.00
60 2554.615 RELOCATE IMPACT ATTENUATOR ASSEMBLY $400.00 2 2 0 $800.00
61 2563.601 TRAFFIC CONTROL LUMP SUM $2,900.00 1 1 0 $2,900.00
62 2563.601 TEMPORARY PEDESTRIAN ACCESS CONTROL LUMP SUM $1,839.57 1 1 0 $1,839.57
63 2563.602 MEDIAN BARRIER DELINEATOR EACH $10.00 10 7 0 $70.00
64 2564.531 SIGN PANELS TYPE C SQ FT $75.00 5 4.5 0 $337.50
65 2564.537 INSTALL SIGN TYPE C EACH $125.00 1 0 0 $0.00
66 2572.501 TEMPORARY FENCE LIN FT $2.30 232 185 0 $425.50
67 2573.502 SILT FENCE,TYPE MACHINE SLICED LIN FT $1.60 1669 1549 0 $2,478.40
68 2573.530 STORM DRAIN INLET PROTECTION EACH $160.00 14 5 0 $800.00
69 2573.540 FILTER LOG TYPE COMPOST LOG LIN FT $1.95 425 20 0 $39.00
70 2573.602 CULVERT PROTECTION EACH $105.00 2 1 0 $105.00
71 2575.501 SEEOING ACRE $250.00 2 1.6 0 $450.00
72 2575.502 SEED MIXTURE 240 POUND $3.25 207 180 0 $585.00
73 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $0.85 10003 9677 0 $8,225.45
74 2575.532 FERTILIZER TYPE 3 POUND $0.60 826 720 0 $432.00
75 2575.571 RAPID STABILIZATION METHOD 3 M GALLONS $275.00 19 0 0 $0.00
76 2581.SOt REMOVABLE PREFORMED PLAST�C MARKING LIN FT $1.25 6707 260 0 $325.00
77 2581.603 REMOVABLE PREFORMED PLASTIC MASK(BLACK) LIN FT $2.20 2315 75 0 $165.00
78 2582.502 4"SOLID LINE WHITE-EPDXY LIN FT $1.96 576 891 0 $1,746.36
79 2582.502 4"SOLID LINE YELLOW-EPDXY LIN FT $2.01 576 188 0 $377.88
80 2582.502 4"BROKEN LINE YELLOW-EPDXY LIN FT $2.01 115 40 0 $80.40
Totals For Section Roadway: $682,451.62
Supplemental Agreement 1
85 2533.507 PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 LIN FT $14 50 325 95 0 $1,377.50
86 2533.508 RELOCATE PORTABLE PRECAST CONC BARRIER DESIGN 8337 LIN FT $3.00 200 230 0 $690.00
87 2554.615 IMPACT ATTENUATOR ASSEMBLY $1,750.00 2 0 0 $0.00
88 2563.602 MEDIAN BARRIER DELINEATOR EACH $10.00 8 0 0 $0.00
89 2581.501 REMOVABLE PREFORMED PLASTIC MARKING LIN FT $1.25 240 0 0 $0.00
90 2581.603 REMOVABLE PREFORMED PLASTIC MARKING(BLACK) LIN FT $2.20 100 0 0 $0.00
91 2563.601 DETOUR SIGNING LUMP SUM $3,191.92 1 1 0 $3,191.92
92 96423 PRIME CONTRACTOR ALLOWANCE LUMP SUM $319.19 1 1 0 $319.19
93 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT (53.50) 469 0 0 $0.00
94 2105.501 COMMON EXCAVATION CU YD ($10.35) 551 0 0 $0.00
95 2105.522 SE�ECT GRANULAR BORROW(CV) CU YD ($16.50) 140 140 0 (32,310.00)
96 2211.501 AGGREGATE BASE CLASS 5 TON ($15.40) 191 0 0 $0.00
97 2221.503 AGGREGATE SHOULDERING(C�CLASS 2 CU YD ($57.00) 29 0 0 S0 00
98 2360.501 NPE SP 12.5 WEARING COURSE MIXTURE(4,F) TON ($85.70) 88 0 0 50.00
99 2452.601 STEEL SHEET PILING TEMPORARY LUMP SUM ($27,000.00) 1 0 0 30.00
100 2533.507 PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 LIN FT ($14.50) 200 0 0 $0.00
101 2533.508 RELOCATE PORTABLE PRECAST CONC BARRIER DESIGN 8337 LIN FT ($3.00) 200 0 0 $0.00
102 2554.615 IMPACTATTENUATOR ASSEMBLY ($1,750.00) 2 0 0 $0.00
Pa�e 4
Item Item Description UnRs Unit Pnce Contrad Quantdy ro Current Amount to
No. Quantity Date Quantity Date
103 2554.615 RELOCATE IMPACT ATTENUATOR ASSEMBLY ($400.00) 2 0 0 $0 00
104 2563.602 MEDIAN BARRIER DELINEATOR EACH ($10.00) 10 0 0 $0.00
105 2581.501 REMOVABLE PREFORMED PLASTIC MARKING LIN FT ($125) 6707 0 0 50.00
106 2581.603 REMOVABLE PREFORMED P�P,STIC MARKING(BLACK) LIN FT ($2.20) 2315 0 0 $0.00
107 92999 VALUE ENGINEERING INCENTIVE LUMP SUM $28,621.75 1 1 0 $28,621.75
Totals For Supplemental Agreement 1: $31,890.36
Work Order 1
81 2545.521 2.0"RIGID STEEL CONDUIT LIN FT $1525 60 60 0 $915.00
82 2545.531 UNDERGROUND WIRE t COND NO 2 LIN FT $4.90 225 225 0 $1,102 50
83 2545.602 FEED POINTAND PEDESTAL EACH $1,200.00 1 1 0 $1,200.00
84 94592 PRIME CONTRACTOR ALLOWANCE(10%) LUMP SUM $321.75 1 1 0 $321J5
Totals For Work Order 1: $3,539.25
Wark Order 2
108 2575.607 I.ANDSCAPE ROCK CU YD $62.54 55 55 0 $3,439.70
109 2504.601 IRRIGATION SYSTEM LUMP SUM $1,845.00 1 1 0 $1,845.00
110 94592 PRIME CONTRACTOR ALLOWANCE(10%) LUMP SUM $184.50 1 1 0 $184.50
111 2411.618 ANTI-GRAFFITI COATING SQ FT $0.83 5952 5952 0 $4,940.16
112 2411.618 SPECIAL SURFACE FINISH SQ FT $1.73 5952 5952 0 $10,296.96
Totals For Work Order 2: $20,706 32
Work Order 3
113 2105.523 COMMON BORROW(CV) CU YD $6.67 27 27 0 $180.09
114 2504.601 TEST EXISTING WATER MAIN LUMP SUM $2,570.00 1 1 0 $2,570.00
115 2504.602 CONNECT TO EXISTING WATER MAIN EACH $850.00 1 1 0 $850.00
116 2504.602 ADJUST GATE VALVE EACH $220.00 2 2 0 $440.00
117 2504.602 ADJUST VALVE BOX EACH $1,900.50 1 1 0 $1,900.50
118 2504.602 12"GATE VALVE AND BOX EACH $4,980.00 1 1 0 $4,980.00
119 2504.602 1"CORPORATION STOP EACH $165.00 1 1 0 $165.00
120 2575.502 SEED MIXTURE 240 POUND 53.25 1 1 0 $3.25
121 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $0.85 20 20 0 $17.00
Totals For Work Order 3: $11,105 84
Project Totals: $749,693.39
Pa�e 5
Project Payment Status
Owner: Ciry of Rosemount
Client Project No.: 443/SAP 208-010-009
Client Contract No.:
Project No.: 01916-68
Contractor: Minnesota Dirt Works, Inc.
Contract Chan es
No. Type Date Description Amount
W01 Work Order 6/18/2013 Engineer determined that item Lighting System by the Lump Sum will be $3,539.25
increased.
WHEREAS The Contractor has submitted a Value Engineering proposal to
revise the construction staging in a manner that closes the Trunk Highway
SA1 Supplemental 8���2013 for one weekend to install the box culvert. NOW, THEREFORE, IT IS �$2g 621.74)
Agreement HEREBY MUTUALLY AGREED AND UNDERSTOOD THAT: The
Contractor will perform the work of this supplementai agreement in
accordance with the pertinent portions of the plan.
Addition of landscaping, weed control, and interior box culvert surfacing at
W02 Work Order 11/19/2013 the request of the City.Also includes the repair of the east side irrigation $20,706.32
system.
W03 Work Order 11/19/2013 Gate valve adjustment and new gate valve installation on the west side of $�� �05.84
the highway at the request of the City.
Change Order Totals: $6,729.67
Pa ment Summa
No. From Date To Date Payment Total Retainage Total Total Work Total Work
Payment Per Retainage Payment+ Certified Per Certified
Payment Retainage Payment
1 7/1/2013 8/3/2013 $364,259.24 $364,259.24 $19,171.54 $19,171.54 $383,430.78 $383,430.78 $383,430.78
2 8/4/2013 9/5/2013 $282,304.66 $646,563.90 $14,858.14 $34,029.68 $680,593.58 $297,162.80 $680,593.58
3 9/6/2013 11/20/2013 $61,901.82 $708,465.72 $3,257.99 $37,287.67 $745,753.39 $65,159.81 $745,753.39
4& 11/21/2013 11/24/2014 $41,227.67 $749,693.39 ($37,287.67) $0.00 $749,693.39 $3,940.00 $749,693.39
FINAL
Payment Totals: $749,693.39 $0.00 $749,693.39 $749,693.39
Proiect Summary
Material On Hand: $0.00
Total Payment to Date: $749,693.39 Original Contract: $745,894.17
Total Retainage: $0.00 Contract Changes: $6,729.67
Total Amount Earned: $749,693.39 Revised Contract: $752,623.84
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