HomeMy WebLinkAbout5F - Ridgemont Project Final Payment O� FR 0
U ny
4646 Dakota Street SE
' 1MM-50,�P Prior Lake,MN 55372
CITY COUNCIL AGENDA REPORT
MEETING DATE: FEBRUARY 9, 2015
AGENDA#: 5F
PREPARED BY: LARRY POPPLER, CITY ENGINEER/INSPECTIONS DIRECTOR
PRESENTER: LARRY POPPLER
AGENDA ITEM: CONSIDER APPROVAL OF A RESOLUTION AUTHORIZING FULL AND
FINAL PAYMENT TO CHARD TILING AND EXCAVATING FOR THE
RIDGEMONT/ MAIN AVENUE /TRUNK HIGHWAY 13 IMPROVEMENT
PROJECT (TRN13-000003)
DISCUSSION: Introduction
The work associated with the Ridgemont / Main Avenue / Trunk Highway
13 Improvement project is fully complete. It is now appropriate to provide
final payment to Chard Tiling and Excavating for the project.
History
In 2008, the City completed a Feasibility Report for the improvement of the
intersection of Ridgemont Avenue, Main Avenue, Trunk Highway 13, and
County State Aid Highway 44. The Feasibility Report discussed traffic
demands, safety and access issues, roadway geometric design, urban
design elements, right of way impacts, and preliminary cost estimates.
Prior to completion of the project, the orientation of this intersection was
confusing. The close proximity of Ridgemont and Main Avenue to Highway
13 complicated navigation. The efficiency of this intersection was poor as
vehicles frequently waited on Ridgemont Avenue during peak hours as
traffic backed up on Highway 13.
The project included the reconstruction of Ridgemont Avenue and Main
Avenue on the west side of Highway 13. Reconstruction of County Road 44
on the east side of this intersection was not changed significantly, however
a new traffic signal at Highway 13 was constructed. Updated pedestrian
facilities, stormwater ponding, trail reconstruction were all part of the
project,as were street lighting and an electronic entry monument for
downtown.
On September 10, 2012, the City commissioned WSB and Associates to
perform the engineering design for the project.
On December 4, 2012, the City learned that we were successful in securing
additional dollars, $674,763, for this project in the form of the "MNDOT
Cooperative Agreement Program". This additional funding reduced the
amount of City Municipal State Aid and City Tax Levy which was planned
for this project by $644,881 with $29,882 of state furnished materials.
On July 22, 2013 the City Council approved bids and a contract with Chard
Tiling and Excavating for the project in the amount of$2,103,380.45.
On August 26, 2013 the City Council approved a change order reducing the
Chard contract by $54,784 to a new amount of$2,048,596.45.
Current Circumstances
The final payment amount is $26,475.57. With this payment, the total final
contract amount paid to Chard Tiling and Excavating will be $1,946,092.03.
This is $102,504.42 less than the revised contract amount.
Conclusion
Chard Tiling and Excavating delivered a quality project, under budget, and
has addressed all outstanding work items. It is appropriate to provide full
and final payment at this time. WSB and Associates completed field
inspection and performed admirably to assure a quality project.
ISSUES: The final construction costs were over $100,000 less than the revised
contract amount. Field adjustments were made during construction over a
variety of line items including pavement, excavation, and concrete work.
The final project support cost computations have not yet been fully
completed. However, it is anticipated that these costs will be approximately
$50,000 less than originally estimated. The final amount of project support
costs will be computed once the as-built drawings have been fully
completed and City staff time is allocated to the project by the Finance
Department. An amount of $5,000 was included in the project cost tables
below to finalize this project.
FINANCIAL Funding for the final payment is available in the Construction Fund for this
IMPACT: project. The final project costs are as follows:
Construction Contract $1,946,092.03
Signal Hardware and Other Project Expenses $217,042.39
rMNDOT Furnished Materials $29,882.00
En Engineering, Legal, Admin $322,698.74
Project Cost $2,515,715.16
The original budget for this project was $2,644,768.76. Funding of this
project is proposed on the table below:
Municipal State Aid $1,188,506.01
Tax Lev $515,539.58
Water Fund $64,861.26
MNDOT Cooperative Agreement $674,763.00
Scott County Cooperative Agreement $72,045.31
Project Cost $2,515,715.16
2
ALTERNATIVES: 1) Approve a resolution authorizing full and final payment to Chard Tiling
and Excavating for the Ridgemont / Main Avenue / Trunk Highway 13
Improvement Project.
2) Deny this item for a specific reason and provide Staff with direction.
3) Table this item until some date in the future.
RECOMMENDED Alternative#1
MOTION:
3
O� PRION
U trl
4646 Dakota Street SE
1vxaSO Prior Lake, MN 55372
RESOLUTION 15-xxx
A RESOLUTION AUTHORIZING FULL AND FINAL PAYMENT TO CHARD TILING AND EXCAVATING
FOR THE RIDGEMONT/MAIN AVENUE/TRUNK HIGHWAY 13
IMPROVEMENT PROJECT (TRN 13.000003)
Motion By: Second By:
WHEREAS, Chard Tiling and Excavating of Belle Plaine, Minnesota was awarded a contract in the
amount of$2,103,380.45 for the Ridgemont/Main Avenue/Trunk Highway 13 Improvement
Project, City Project TRN 13-000003; and
WHEREAS, Chard Tiling and Excavating has in all respects completed the contract work for the
Ridgemont/Main Avenue/Trunk Highway 13 Improvement Project; and
WHEREAS, The City Engineer recommends acceptance of the project and Final Payment of the contract.
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA as follows:
1. The recitals set forth above are incorporated herein.
2. Full and final payment is hereby authorized to be made to Chard Tiling and Excavating in the amount of
$26,475.57 for the total contract amount of $1,946,092.03 for the Ridgemont / Main Avenue / Trunk
Highway 13 Improvement Project, City Project#TRN 13-000003.
3. Funding for the final payment shall come from the Construction Fund Account #501-43500.00-
55010.00.
4. Any additional project support costs will be paid from the Construction Fund Account#501-43500.00-
55020.00
PASSED AND ADOPTED THIS 9th DAY OF FEBRUARY 2015.
VOTE Hedberg Keeney McGuire Morton Thompson
Aye ❑ ❑ ❑ ❑ ❑
Nay ❑ ❑ ❑ ❑ ❑
Absent ❑ ❑ ❑ ❑ ❑
Abstain ❑ ❑ ❑ ❑ ❑
Frank Boyles, City Manager
- Owner:City of Prior Lake Date: 10/17/2014
4646 Dakota Street
WSB Prior Lake,MN 55372-1787
For Period:7/31/2014 to 10/17/2014 Request No.: 10&FINAL
Contractor: Chard Tiling&Excavating
�.� 26239 State Highway 25
cg.4ssoctales,hic. Belle Plaine,MN 56011
Pay Voucher
PRIOR-Ridgemont Ave/Main Ave
Client Contract No.:
Project No.:02020-01
Client Project No.: 13-001 /S.P.7001-108
Project Summary
i
1 Original Contract Amount $2,103,380.45
2 Contract Changes-Addition $66,749.38
3 Contract Changes-Deduction ($100,991.66)
4 Revised Contract Amount $2,069,138.17
5 lValue Completed to Date $1,946,092.03
6 Material on Hand $0.00
7 Amount Earned $1,946,092.03
8 Less Retainage $0.00 `
9 Subtotal $1,946,092.03
10 Less Amount Paid Previously $1,919,616.46
11 Liquidated Damages $0.00
12 JAMOUNT DUE THIS PAY VOUCHER NO. 10&FINAL $26,475.57
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 m d for A roval by: Construction Observer:
WS l gc)ate c
Approved by Contractor: Approved by Owner:
C and Tiling&Excavating City of Prior Lake
Specified Contract Completion Date: Date:
7/11/2014
Comment:
i
s:
:
f
Project Material Status
Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity JAmount to Date
Base Bid I
1 2021.501 MOBILIZATION LUMP SUM $105,000.00 1 1 0 $105,000.00
2 2051.501 MAINTENANCE&RESTORATION OF HAUL ROADS LUMP SUM $1,250.00 1 1 0 $1,250.00
3 2101.502 CLEARING TREE $26.50 479 491 0 $13,011.50
4 2101.507 GRUBBING TREE $26.50 479 491 0 $13,011.50
5 2101.610 TREE TRIMMING HOUR $155.00 6 0 0 $0.00
6 2103.501 BUILDING REMOVAL A LUMP SUM $5,400.00 1 1 0 $5,400.00
7 2103.501 BUILDING REMOVAL B LUMP SUM $4,400.00 1 1 0 $4,400.00
8 2104.501 REMOVE SEWER PIPE(STORM) LIN FT $10.00 66 186 0 $1,860.00
9 2104.501 REMOVE CURB AND GUTTER LIN FT $3.00 3939 3282 0 $9,846.00
10 2104.501 REMOVE CABLE GUARD RAIL LIN FT $10.00 520 520 0 $5,200.00
11 2104.501 REMOVE METAL CULVERT LIN FT $3.001 72 72 0 $216.00
12 2104.501 REMOVE WATERMAIN LIN FT $13.50 20 20 0 $270.00
13 2104.501 REMOVE WOOD FENCE LIN FT $3.30 130 130 0 $429.00
14 2104.503 REMOVE CONCRETE MEDIAN SQ FT $2.00 750 583 0 $1,166.00 I
15 2104.503 REMOVE STONE RETAINING WALL SQ FT $3.00 130 130 0 $390.00
16 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $5.75 6608 5756 0 $33,097.00
17 12104.505 REMOVE BITUMINOUS WALK SQ YDA5425.00
3255 2119 0 $6,886.75
18 2104.505 REMOVE CONCRETE WALK SQ YD 2271 248.3 0 $707.66
19 2104.509 REMOVE DRAINAGE STRUCTURE EACH 6 6 0 $750.00
20 2104.509 REMOVE SIGN TYPE C EACH 30 31 0 $775.00
21 2104.509 REMOVE SIGNAL SYSTEM EACH 1 1 0 $10,000.00
22 2104.509 REMOVE ANCHORAGE ASSEMBLY-CABLE EACH 2 2 0 $850.00
23 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT $7.00 90 28 0 $196.00
24 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $5.15 774 798 0 $4,109.70
25 2104.523 SALVAGE GATE VALVE&BOX EACH $675.00 1 1 0 $675.00
26 2104.523 SALVAGE SIGN TYPE SPECIAL EACH $250.00 4 1 0 $250.00
27 2104.523 SALVAGE VEHICULAR GATE EACH $125.00 1 1 0 $125.00
28 2104.525 ABANDON&SEAL WELL SHAFT EACH $1,750.00 1 1 0 $1,750.00 €
29 2104.601 HAUL SALVAGED MATERIAL LUMP SUM $250.00 1 0 0 $0.00 [
30 2104.602 RELOCATE POWER POLE WITH LIGHT EACH $6,000.001 1 0.1 0 $600.00
31 2105.501 COMMON EXCAVATION(P) CU YD $11.25 16473 16473 0 $185,321.25
32 2105.507 SUBGRADE EXCAVATION(P) CU YD $11.25 4159 4159 0 $46,788.75
33 2105.521 GRANULAR BORROW(CV)(P) CU YD $14.25 6116 6116 0 $87,153.00
34 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD $1.75 1750 10015 0 $17,526.25
35 2105.6071 FILL SPECIAL CU YD $52.00 90 91 0 $4,732.00
36 2105.607 TOPSOIL BORROW SPECIAL(LV) CU YD $50.00 80 87 0 $4,350.00
37 2105.607 CLAY FILL CU YO $15.00 40 40 0 $600.00
m
38 2118.607 AGGREGATE SURFACING(CV)CLASS SPECIAL CU YD $40.00 42 0 0 $0.00
39 2123.610 VACUUM TRUCK AND FOREMAN HOUR $215.00 4 0 0 $0.00 I
40 2123.610 STREET SWEEPER(WITH PICKUP BROOM) HOUR $200.00 60 57.75 0 $11,550.00
41 2211.501 IAGGREGATE BASE CLASS 5 TON $15.001 446 140 0 $2,100.00
42 2211.503 AGGREGATE BASE(CV)CLASS 6(P) CU YD $28.00 3391 3391 0 $94,948.00
43 2232.501 MILL BITUMINOUS SURFACE(20) SQ YD $1.75 5600 5694 0 $9,964.50
44 2301.604 CONCRETE PAVEMENT 6.0" SQ YD $44.00 235 197 0 $8,668.00
45 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(4,E) TON $98.40 823 701.78 0 $69,055.15
46 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(4,C) TON $93.50 1587 1322.99 0 $123,699.57
47 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(3,C) TON $90.001 1166 1214.23 0 $109,280.70
48 12451.607,PIPE BEDDING MATERIAL CU YD $7.75 355 285.5 0 $2,212.63
49 12501.511 1 15"CP PIPE CULVERT(SMOOTH) LIN FT $26.65 57 57 0 $1,519.05
50 12501.515115"RC PIPE APRON EACH $435.00 4 5 0 $2,175.00 I
t
s
)
0
i
Item Item Description Units Unit Price Contract Quantity to Current Amount to
No. Quantity Date Quantity Date
51 2501.515 15'GS PIPE APRON EACH $220.00 2 2 0 $440.00
52 2501.515 21"RC PIPE APRON EACH $500.00 1 1 0 $500.00
53 2501.602 TRASH GUARD FOR 21"PIPE APRON EACH $300.00 1 1 0 $300.00
54 .2502.541.4"TP PIPE DRAIN LIN FT $12.00 180 90 0 $1,080.00
55 2502.541 4"PERF TP PIPE DRAIN LIN FT $12.00 2570 1549 0 $18,588.00
56 2502.541 8"PERF TP PIPE DRAIN LIN FT $24.00 364 364 0 $8,736.00
57 2503.541 12"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $36.00 294 196 0 $7,056.00 i
58 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $36.50 708 878 0 $32,047.00
59 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $41.00 155 155 0 $6,355.00
60 2603,541121"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 1 $46.50 1051 105 0 $4,882.50
61 2503.602 CONNECT TO EXISTING STORM SEWER EACH $600.00 4 5 0 $3,000.00
62 2504.602 HYDRANT EACH $3,590.00 1 1 0 $3,590.00
63 2504.602 6"GATE VALVE AND BOX EACH $1,485.00 1 1 0 $1,485.00
64 2504.602 8"GATE VALVE AND BOX EACH $1,940.00 1 1 0 $1,940.00
65 2504.602 1.5 CORPORATION STOP EACH $390.00 1 1 1 $390.00 I
66 2504.602 1.5"CURB STOP&BOX EACH $380.00 1 1 1 $380.00
67 2504.602 CONNECT TO EXISTING WATER MAIN EACH $1,100.00 1 1 0 $1,100.00
68 2504.603 1.5'TYPE K COPPER PIPE LIN FT $27.75 230 230 230 $6,382.50
69 2504.603 6"WATERMAIN DUCTILE IRON CL 52 LIN FT $86.00 5 5 0 $430.00
70 2504.603 8"WATERMAIN DUCTILE IRON CL 52 LIN FT $54.00 700 686 0 $37,044.00
71 2504.606 DUCTILE IRON FITTINGS POUND $5.00 1385 710 0 $3,550.00
72 2506.5011 CONSTRUCT DRAINAGE STRUCTURE DESIGN F LIN FT $212.00 9.5 8.7 0 $1,844.40
73 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN G LIN FT $242.00 4.7 7.9 0 $1,911.80 f
74 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD48 LIN FT $290.001 3.1 3.3 0 $957.00 I
75 2506.501 CONSTRUCTION DRAINAGE STRUCTURE DES 48-4020 LIN FT $245.00 71.1 73.7 0 $18,056.50
76 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $799.00 1 1 0 $799.00
77 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH $829.00 12 12 0 $9,948.00
78 2506.5021 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 EACH $2,325.00 3 3 0 $6,975.00
79 2506.516 CASTING ASSEMBLY EACH $1,105.00 17 18 0 $19,890.00
80 2506.522 ADJUST FRAME&RING CASTING EACH $365.00 2 2 0 $730.00
61 2511.515 GEOTEXTILE FILTER TYPE IV SQ YD $3.75 301 257.6 0 $966.00
82 2511.607 RIPRAP SPECIAL TYPE 1 CU YD $108.00 27 36.8 0 $3,974.40
83 2511.607 RIPRAP SPECIAL TYPE 2 CU YD $95.00 122 92 0 $8,740.00
84 2521.50114"CONCRETE WALK SQ FT $4.75 1026 1206.5 0 $5,730.88
85 2521.501 6"CONCRETE WALK SQ FT $5.50 10346 9992.05 0 $54,956.28
86 2521.511 3"BITUMINOUS WALK SQ FT $1.751 19821 16210 0 $28,367.50
87 2531.501 CONCRETE CURB&GUTTER DESIGN 8612 LIN FT $14.501 129 92 0 $1,334.00
88 2531.501 CONCRETE CURB&GUTTER DESIGN 8618 LIN FT $11.90 3916 3695 0 $43,970.50
89 2531.501 CONCRETE CURB&GUTTER DESIGN 8624 LIN FT $17.30 350 530 0 $9,169.00
90 2531.501 CONCRETE CURB&GUTTER DESIGN D412 LIN FT $11.20 230 306 0 $3,427.20
91 2531.507 6"CONCRETE DRIVEWAY PAVEMENT SQ YD $44.70 368 109 0 $4,872.30
92 2531.603 CONCRETE GUTTER DESIGN SPECIAL LIN FT $14.65 190 166 0 $2,431.90
93 2531.618 TRUNCATED DOMES SQ FT $42.001 344 334 0 $14,028.00
94 2533.507 PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 LIN FT $14.50 150 413 0 $5,988.50
95 2540.618 STONE RETAINING WALL SQ FT $21.00 484 484 0 $10,164.00 [[(
96 2545.511 LIGHTING UNIT TYPE SPECIAL EACH $1,725.00 2 2 0 $3,450.00
97 2545.515 LIGHT BASE DESIGN P MOD EACH $1,075.00 5 7 0 $7,525.00
98 2545.515 LIGHT BASE DESIGN SPECIAL EACH 1$4,340.00 4 4 0 $17,360.00
99 2545.523 2"NON-METALLIC CONDUIT LIN FT 1 $7.501 3250 2361 0 $17,707.50
100 2545.523 2"NON-METALLIC CONDUIT(DIRECTIONAL BORE) LIN FT 1 $14.901 2001 2001 0 $2,980.00
1
r
1
4
i
Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date
101 2545.531 UNDERGROUND WIRE 1 COND NO 3/0 LIN FT $3.70 900 200 0 $740.00
102 2545.531 UNDERGROUND WIRE 1 COND NO 8 LIN FT $0.66 13200 13377 0 $8,828.82
103 2545.541 SERVICE CABINET SECONDARY TYPE L2(MOD) EACH $5,170.00 1 1 0 $5,170.00 j
104 2545.545 EQUIPMENT PAD B EACH $538.00 1 1 0 $538.00
105 12545.5531 HANDHOLE EACH $633.00 3 4 0 $2,532.00
106 2545.602 INSTALL LIGHTING UNIT TYPE SPECIAL 1 EACH $775.00 5 7 0 $5,425.00
107 2545.602 INSTALL LIGHTING UNIT TYPE SPECIAL 2 EACH $775.00 4 4 0 $3,100.00
108 2545.602 SERVICE EQUIPMENT EACH $1.00 1 1 0 $1.00
109 2554.509 GUIDE POST TYPE B EACH $50.00 91 9 0 $450.00
110 2554.6151MPACTATTENUATOR ASSEMBLY $2,100.00 1 1 0 $2,100.00
111 2563.601 TRAFFIC CONTROL LUMP SUM $11,450.00 1 1 0 $11,450.00
112 2563.601 TEMPORARY PEDESTRIAN ACCESS CONTROL LUMP SUM $1,950.00 1 1 0 $1,950.00
113 2563.613 PORTABLE CHANGEABLE MESSAGE SIGN UNIT DAY $150.00 42 19 0 $2,850.00
114 2564.531 SIGN PANELS TYPE C SQ FT $35.001 176 168.8 0 $5,908.00
115 2564.552 HAZARD MARKER X4-2 EACH $75.00 4 9 0 $675.00
116 2564.553 CLEARANCE MARKER X4-4EACH $125.00 1 1 0 $125.00
117 2564.554 SNOW PLOW MARKER X4-5 EACH $125.00 1 0 0 $0.00
118 2564.602 F&I SIGN PANELS TYPE SPECIAL EACH $65.00 4 6 0 $390.00
119 2564.602 INSTALL SIGN TYPE SPECIAL EACH $250.00 4 3 0 $750.00 !
120 2565.511 TRAFFIC CONTROL SIGNAL SYSTEM SIG SYS $216,132.00 1 1 0 $216,132.00
121 2565.601 EMERGENCY VEHICLE PREEMPTION SYSTEM LUMP SUM $7,552.00 1 1 0 $7,552.00
122 2565.616 TEMPORARY SIGNAL SYSTEM SIG SYS $77,045.00 1 1 0 $77,045.00
123 2571,501 CONIFEROUS TREE 8'HT B&B TREE $325.00 3 3 0 $975.00
124 2571.502 DECIDUOUS TREE 2.5"CAL B&B TREE $335.00 37 37 0 $12,395.00
125 2571.502 DECIDUOUS TREE 18"HT CONT TREE $200.00 21 21 0 $4,200.00
126 2571.503 ORNAMENTAL TREE 4'HT CONT TREE $165.00 4 4 0 $660.00
127 2571.504 CONIFEROUS SHRUB 12"SPREAD CONT SHRUB $54.00 6 6 0 $324.00
128 2571.505 DECIDUOUS SHRUB NO 5 CONT SHRUB $55.00 95 95 0 $5,225.00
129 2571.507 PERENNIAL NO.1 CONT PLANT $17.00 233 233 0 $3,961.00
130 2571.541 TRANSPLANT TREE(SPADE SIZE 90") TREE $300.00 9 9 0 $2,700.00
131 2572.501 TEMPORARY FENCE LIN FT $7.00 625 0 0 $0.00
132 2573.502 SILT FENCE,TYPE MACHINE SLICED LIN FT $1.75 3621 2693 0 $4,712.75
133 2573.530 STORM DRAIN INLET PROTECTION EACH $120.00 26 27 0 $3,240.00
134 2573.540 FILTER LOG TYPE STRAW BIOROLL LIN FT $2.50 880 821 0 $2,052.50
135 2573.512 TEMPORARY DITCH CHECK TYPE 2 LIN FT $6.85 120 55 0 $376.75
136 2573.602 CULVERT PROTECTION EACH $165.00 5 0 0 $0.00
137 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $1,000.001 4 2 0 $2,000.00
138 2575.501 SEEDING ACRE $100.001 4 5.14 0 $514.00
139 2575.502 SEED MIXTURE 250 POUND $2.60 93 251.2 0 $653.12
140 2575.505 SODDING TYPE SALT RESISTANT SQ YD $3.00 7249 0 0 $0.00
141 2575.5111 MULCH MATERIAL TYPE 1 TON $150.00 6 0 0 $0.00 €
142 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $1.00 19808 19618 0 $19,618.00
143 2575.532 FERTILIZER TYPE 3 POUND 1 $0.40 2231 1799.5 0 $719.80
144 2575.571 RAPID STABILIZATION METHOD 3 M GALLONS $175.00 19 51 0 $875.00
145 2575.601 WATER LUMP SUM $3,500.00 1 0 0 $0.00
146 2575.603 LANDSCAPE EDGER(ALUMINUM) LIN FT $7.00 170 232 0 $1,624.00 #
147 2575.607 MULCH MATERIAL TYPE SPECIAL 1 CU YD $45.00 80 80 0 $3,600.00
148 2575.608SEED MIXTURE SPECIAL 1 POUND $30.00 72 195.45 0 $5,863.50
149 2575.608SEED MIXTURE SPECIAL 2 POUND $75.00 21 44.6 0 $3,345.00
150 2581.5011 REMOVABLE PREFORMED PLASTIC MARKING JLINFT 1 $1.251 360 8651 0 $1,081.25
t
€
a
a
1
b
t
pz
B
t
Item Item Description Units Unit Price Contract Quantity to Current Amount to
No. Quantity Date Quantity Date
151 2582.501 PAVEMENT MESSAGE(THRU ARROW)EPDXY EACH $131.00 7 7 0 $917.00
152 2582.501 PAVEMENT MESSAGE(LT ARROW)EPDXY EACH $131.00 12 10 0 $1,310.00
153 2582.501 PAVEMENT MESSAGE(RT ARROW)EPDXY EACH $131.00 8 8 0 $1,048.00
154 2582.501 PAVEMENT MESSAGE(RT-THRU ARROW)EPDXY EACH $183.00 2 2 0 $366.00
155 2582.501 PAVEMENT MESSAGE(THRU ARROW)PAINT EACH $50.00 3 2 0 $100.00
156 2582.501 PAVEMENT MESSAGE(LEFT ARROW)PAINT EACH $50.00 3 6 0 $300.00
157 2582.501 PAVEMENT MESSAGE(RIGHT ARROW)PAINT EACH $50.00 2 5 0 $250.00
158 2582.501 PAVEMENT MESSAGE(RIGHT-THRU ARROW)PAINT EACH $75.00 1 1 0 $75.00
159 2582.502 4"SOLID LINE WHITE-EPDXY LIN FT $0.40 9688 3415 0 $1,366.00
160 2582.502 4"SOLID LINE YELLOW-EPDXY LIN FT $0.40 3246 1545 0 $618.00
161 2582.502 4"BROKEN LINE WHITE-EPDXY LIN FT $0.40 132 40 0 $16.00
162 2582.502 4"DOUBLE SOLID LINE YELLOW-EPDXY LIN FT $0.75 2794 2061 0 $1,545.75
163 2562.502 12"STOP LINE WHITE-EPDXY LIN FT $7.35 96 56 0 $411.60
164 2582.502 12!'S LID LINE YELLOW-EPDXY LIN FT $6.30 247 178 0 $1,121.40
165 2582.502 24"STOP LINE WHITE-EPDXY LIN FT $856.00 64 64 0 $54,784.00
166 2582.50214"SOLID LINE WHITE-PAINT LIN FT $0.40 640 4403 0 $1,761.20
167 2582.502 4"DOUBLE SOLID LINE YELLOW-PAINT LIN FT $0.50 2115 2805 0 $1,402.50
168 2582.502 4"BROKEN LINE WHITE-PAINT LIN FT $1.00 35 60 0 $60.00
169 2582.502 12"STOP LINE WHITE-PAINT I LIN FT $1.001 115 0 0 $0.00
170 2582.503 CROSSWALK MARKING-POLY PREFORM(GROUND IN)l SQ FT $18.251 16801 1548 0 $28,251.00
Totals For Section Base Bid: $1,981,527.56
Backsheet 1
218 197305 1 BITUMINOUS DENSITY INCENTIVE/DISINCENTIVE ILUMPSUMI $2,281.65 1 -0.4998 -0.4999 ($1,140.60)
Totals For Backsheet 1:1 ($1,140.60)
Change Order 1
201 2105.501 COMMON EXCAVATION CU YD $11.25 231 231 0 $2,598.75
202 2105.507 SUBGRADE EXCAVATION CU YD ($11.25) 418 418 0 ($4,702.50)
203 2105.521 GRANULAR BORROW(CV) CU YD ($14.25) 441 441 0 ($6,284.25)
204 2105.507 SUBGRADE EXCAVATION CU YD ($11.25) 133 133 0 ($1,496.25)
205 2105.521 GRANULAR BORROW(CV) CU YD ($14.25) 204 204 0 ($2,907.00)
206 12105.501 ICOMMON EXCAVATION ICU YD $11.251 18041 1804 0 $20,295.00
207 12105.507 1 SUBGRADE EXCAVATION CU YD 1 ($11.25)1 3311 331 0 ($3,723.75)
208 12105.5211 GRANULAR BORROW(CV) JCUYD 1 ($14.25)1 5581 558 0 ($7,951.50)
Totals For Change Order 1: ($4,171.50)
Supplemental Agreement 1
171 2565.5111 TRAFFIC CONTROL SIGNAL SYSTEM SIG SYS ($216,132.00) 0.5 0.5 0 ($108,066.00)
172 2582.502 24"STOP LINE WHITE-EPDXY LIN FT ($856.00) 64 64 0 ($54,784.00)
173 2565.511 TRAFFIC CONTROL SIGNAL SYSTEM SIG SYS ($216,132.00) 0.5 0.5 0 ($108,066.00)
174 2565.511 TRAFFIC CONTROL SIGNAL SYSTEM SIG SYS $173,548.00 0.5 0.5 0 $86,774.00
175 2582.502 24"STOP LINE WHITE-EPDXY LIN FT $8.56 64 64 0 $547.84
176 2565.511 TRAFFIC CONTROL SIGNAL SYSTEM I SIG SYS 1 $173,548.001 0.51 0.5 0 $86,774.00
Totals For Supplemental Agreement 1: ($96,820.16)
Supplemental Agreement 2
177 12021.5011 MOBILIZATION LUMP SUM $575.00 1 1 0 $575.00
178 2401.601 STRUCTURAL EXCAVATION LIN FT $10.75 176 188 0 $2,021.00
179 2411.603 CONCRETE BUILDING FOUNDATION LIN FT $167.50 176 188 0 $31,490.00
186 12411.6031BACKFILL FOUNDATION LIN FT $18.001 176 181 0 $3,258.00
Totals For Supplemental Agreement 2: $37,344.00
Work Order 1
180 12504.60211.5"CORPORATION STOP I EACH 1 ($390.00)1 11 11 0 ($390.00)
f
6
j$#
R
I
t
Item Item Description Units Unit Price Contract Quantity Current Amount to
No. Quantity to Date Quantity Date
i
181 2504.602 1.5"CURB STOP&BOX EACH ($380.00) 1 1 0 ($380.00)
182 2504.603 1.5"TYPE K COPPER PIPE LIN FT ($27.75) 230 230 0 ($6,382.50)
183 2013.607 REMOVE&DISPOSE OF CONCRETE DEBRIS CU YD $15.25 96 96 0 $1,464.00
184 96571 FURNISH&INSTALL 2"POLY SERVICE LINE,CORPORATION STOP&CURB BOXI LUMP SUM $6,318.33 1 1 0 $6,318.33
185 96572 1 SALVAGE&REINSTALL MANHOLE 5010 ALONG WITH 21"RCP I LUMP SUM 1$2,785.50 1 11 0 $2,785.50
Totals For Work Order 1: $3,415.33
Work Order 2
187 2105.526 SELECT TOPSOIL BORROW(LV) CU YD $17.00 102 102 0 $1,734.00
188 96643 CHANGING THE 30"STOP SIGN OUT FOR A 36"STOP SIGN LS $82.50 1 1 0 $82.50
189 2105.526 SELECT TOPSOIL BORROW(LV) CU YD $17.00 102 102 0 $1,734.00
190 2563.601 TRAFFIC CONTROL LUMP SUM $1,045.00 1 1 0 $1,045.00
191 96643 CHANGING THE 30"STOP SIGN OUT FOR A 36"STOP SIGN LS $82.50 1 1 0 $82.50
192 12504.60412'POLYSTYRENE INSULATION ISQYD 1 $11-541 86 86 0 $992.44
193 12503.60316",PVC SANITARY SERVICE PIPE I LIN FT 1$1,299.101 11 1 0 $1,299.10
194 12506.6011 STORM SEWER STRUCTURE MODIFICATIONS ILUMPSUMI $619.001 11 1 0 $619.00
Totals For Work Order 2: $7,588.54
Work Order 3
195 2563.613 48"X 48"STANDARD SIGN UNIT DAY $1.75 5 5 0 $8.75
196 2563.613 TYPE III BARRICADES UNIT DAY $2.75 10 10 0 $27.50
197 2563.613 REFLECTORIZED PLASTIC SAFETY DRUM UNIT DAY $0.85 60 60 0 $51.00
198 2563.613 STANDARD SIGN W/SUPPORT SF/DAY $0.16 283.8 283.8 0 $45.41
199 2583.618 CONSTRUCTION SIGNS-SPECIAL SF $25.00 26 26 0 $650.00
200 2104.509 REMOVE DRAINAGE STRUCTURE EACH $484.00 11 1 0 $484.00
Totals For Work Order 3: $1,266.66
Work Order 4
209 2575.561 HYDRAULIC TACKIFIER,TYPE 8 SY $0.75 3762 3762 0 $2,821.50
210 2105.526 SELECT TOPSOIL BORROW(LV) CU YD $17.00 80 80 0 $1,360.00
211 2564.601 REMOVE KNEE BRACES FROM SIGN POSTS LUMP SUM $307.50 1 1 0 $307.50
212 2565.603 FURNISH&INSTALL APS PUSH BUTTON BRACKETS LUMP SUM $1,953.60 1 1 0 $1,953.60
213 2105.526 SELECT TOPSOIL BORROW(LV) CU YD $17.00 57 57 0 $969.00
214 12575.5611 HYDRAULIC TACKIFIER,TYPE 8 ISY 1 $0.75 1976 1976 0 $1,482.00
L217
2575.561 HYDRAULIC TACKIFIER,TYPE 8 SY $0.75 4976 4976 0 $3,732.00
2105.526 SELECT TOPSOIL BORROW(LV) CU YD $17.00 80 80 0 $1,360.00
2105.526 SELECT TOPSOIL BORROW(LV) CU YD $17.00 119F 119 0 $2,023.00
Totals For Work Order 4: $16,008.60
Work Order 5
s
219 12582.50214"Solid Line White-Epoxy I Lump Sum 1$1,073.601 11 1 1 $1,073.60
Totals For Work Order 5: $1,073.60
Project Totals:1$1,946,092.03 !
r
1
j
r
i
r
k
I
I
3
t
i
Project Payment Status
Owner:City of Prior Lake
Client Project No.: 13-001 /S.P.7001-108
Client Contract No.:
Project No.: 02020-01
Contractor: Chard Tiling&Excavating
Contract Chan es
No. Type Date Description Amount
WHEREAS:The contractor mistakenly placed the decimal point in the wrong
location which increased the unit price by a factor of 10 for item 2582.502(Stop
Line White Epoxy).The contractor agreed to a unit price reduction by a factor of
10 to perform this item work.The city has decided to directly purchase the signal
SA1 Supplemental 10/7/2013 material to avoid the additional handling cost.The contractor has agreed to ($96,820.16)
Agreement reduce their unit bid price by the amount of the pre-order purchase agreement
between the city and the manufacturer. NOW,THEREFORE, IT IS HEREBY
MUTUALLY AGREED AND UNDERSTOOD THAT:This Supplemental
Agreement covers the known and anticipated costs and contract time adjustment
(if any)attributable to the work covered by this Supplemental Agreement.
WHEREAS:This City of Prior Lake has decided to construct a new building
foundation as part of the project to replace the loss of two(2)storage builds by
the new roadway realignment.The Engineer has determined that constructing the
SA2 Supplemental 10/7/2013 foundation prior to final site restoration is in the best interest of City of Prior Lake. $35,115.00
Agreement NOW,THEREFORE, IT IS HEREBY MUTUALLY AGREED AND UNDERSTOOD
THAT:The Contractor will provide all labor, material,and equipment to excavate
for and construct a concrete building foundation as per the Architects foundation
plans,specifications and as directed by the Engineer.
During construction,the Contractor found a 300-pair phone line in conflict with the
new storm sewer layout. Contractor also encountered buried concrete debris
WO1 Work Order 10/31/2013 during excavation operations. Engineer directed Contractor to correct these $3,415.33
conditions.
The proposed connection to the outlet of the new storm sewer system along Main
WO2 Work Order 1/9/2014 Ave near Kopp Parkway did not match the plans. Engineer recommended the $7,588.54
contractor swap structures 5020&5021 and field fit them to match the invert
elevations.
WO3 Work Order 1/28/2014 Engineer requested additional traffic control devices and to remove already $1,266.66
installed storm structure 5026.
The statement of estimated quantities designates Common Excavation as a(P)
Plan Quantity item of 16,473 Cubic Yards.The engineer has determined that i
there was an additional quantity of 231 CY of Common Excavation removed from I
the back slope along Main Avenue between stations 102+00 and 105+00 and an i
additional 1804 CY of Common Excavation removed along Ridgemont Avenue&
TH 13 in order to soften the slopes and provide sight distance for the Prior Lake
monument sign located at station 109+00—150 ft. rt.The statement of estimated
CO1 Change Order 2/3/2014 quantities designates Subgrade Excavation as a(P) Plan Quantity item of 4,159 ($4,171.50) I
Cubic Yards and designates Granular Borrow as a(P)Plan Quantity of 6,116 CY
(CV).After testing and inspection of the subgrade,the engineer requested
reducing the 24"granular sand section down to an 18"section in order to save on
cost.The engineer directed the contractor to make this change which effectively
reduces the Granular Borrow quantity from the plan quantity of 6116 CY(CV)to
4,193 CY(CV)and reduces the Subgrade Excavation from the plan quantity of
4159 CY to 3,277 CY. Computations supporting these changes will remain in the
Project Engineers files.
Select Topsoil Borrow fill was required for drainage and finish grading in the
community garden area due to the resizing of the Prior Lake Maintenance
building,this material and grading was not included in the original contract
documents.The Engineer also directed the contractor to utilize Select Topsoil
Borrow fill for the remaining site finish grading.The Engineer directed the t
WO4 Work Order 7/25/2014 Contractor to remove the knee braces that were installed on 5 of the new signs in $16,008.60
order to accommodate city maintenance needs.The Engineer also directed the
Contractor to remove the existing APS brackets and replace two standoff APS
push button brackets in order to align parallel with the cross walks at the
intersection of TH13&Main Avenue;these adjustable brackets were not on the
MnDOT approved products list at the time of installation.The Engineer also
directed the contractor to utilize hydro-seeding with Hydraulic Tackifier,Type 8 in
P
I
3
i
lieu of sod.The Contractor agreed to perform the work mentioned above,but
asked to be compensated for the additional labor and materials necessary to
perform these operations.
BK1 113acksheet 8/22/2014 jBituminous Incentive/Disincentive $2,281.65
W05 Work Order 9/8/2014 1 Engineer agrees that 4"Solid Line White-Epoxy is extra work. $1,073.60
Change Order Totals:1($34,242.28)
Pa ment Summa
No. From To Date Payment Total Retainage Total Total Payment Work Total Work
Date Payment Per Payment Retainage +Retainage Certified Per Certified
Payment
1 8/1/2013 9/3/2013 $51,388.59 $51,388.59 $2,704.66 $2,704.66 $54,093.25 $54,093.25 $54,093.25
2 9/4/2013 9/28/2013 $480,816.39 $532,204.98 $25,306.13 $28,010.79 $560,215.77 $506,122.52 $560,215.77
3 9/29/2013 11/1/2013 $761,891.02 $1,294,096.00 $40,099.53 $68,110.32 $1,362,206.32 $801,990.55 $1,362,206.32
4 11/2/2013 j 12/2/2013 $247,678.80 $1,541,774.80 $13,035.72 $81,146.04 $1,622,920.84 $260,714.52 $1,622,920.84
5 12/3/2013 1/10/2014 $15,429.46 $1,557,204.26 $812.08 $81,958.12 $1,639,162.38 $16,241.54 $1,639,162.38
6 1/11/2014 1/31/2014 $57,456.81 $1,614,661.07 ($32,020.15) $49,937.97 $1,664,599.04 $25,436.66 $1,664,599.04
7 2/1/2014 6/1/2014 $188,603.04 $1,803,264.11 $5,833.08 $55,771.05 $1,859,035.16 $194,436.12 $1,859,035.16
8 6/2/2014 6/27/2014 $66,164.99 $1,869,429.10 ($17,619.44) $38,151.61 $1,907,580.71 $48,545.55 $1,907,580.71
9 6/28/201417/30/2014 $50,187.36 $1,919,616.46 ($18,761.54) $19,390.07 $1,939,006.53 $31,425.82 $1,939,006.53
10& 7/31/2014 10/17/2014 $26,475.671$1,946,092.031($19,390.07)1 $0.001$1,946,092.031 $7,085.501$1,946,092.03
FINAL
Payment Totals: $1,946,092.03 $0.001$1,946,092.031 $1,946,092.03
Project Summary
Material On Hand: $0.00
Total Payment to Date: $1,946,092.03 Original Contract: $2,103,380.45
Total Retainage: $0.00 Contract Changes: ($34,242.28)
Total Amount Earned: $1,946,092.03 Revised Contract: $2,069,138.17
a
g
t
I
I
s
I