HomeMy WebLinkAbout5F Proj. #12-012, Welcome Ave Final Pmpt 4646 Dakota Street SE
Prior Lake, MN 55372
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CITY COUNCIL AGENDA REPORT
MEETING DATE: SEPTEMBER 14, 2015
AGENDA #: 5F
PREPARED BY: KATY GEHLER, PUBLIC WORKS & NATURAL RESOURCES
DIRECTOR
PRESENTED BY: KATY GEHLER
AGENDA ITEM: CONSIDER APPROVAL OF A RESOLUTION ACCEPTING THE
WELCOME AVENUE IMPROVEMENTS AND AUTHORIZING FULL
AND FINAL PAYMENT TO CHARD TILING FOR THE WELCOME
AVENUE INDUSTRIAL PARK IMPROVEMENT PROJECT, CITY
PROJECT#12-012
DISCUSSION: Introduction
The work associated with Welcome Avenue Industrial Park Improvement
Project is fully complete. It is now appropriate to provide final payment to
Chard Tiling for the project.
History
Each year the City rehabilitates street segments that are scheduled for
rehabilitation as part of its Capital Improvement Program (CIP). The City
uses the Capital Improvement Program and its Pavement Management
Program to plan for infrastructure improvements and the financing for
capital improvements.
The City Council placed the Welcome Avenue Utility Extension in the CIP
for construction in 2012. Through the feasibility process potential
components of the project, benefits, and synergies with other City
priorities were discussed that included:
1. Wellhead Protection Plan (WHPP) Compliance
2. Markley Lake Flood Protection Strategy
3. Economic Development Potential
4. Code Enforcement
5. Future Annexation Potential
The final recommended project included extension of water and sanitary
sewer in compliance with the WHPP, urban street construction to
encourage development in line with the WHPP goals, construction of a
stormwater pond to address the needs of the project area and also half of
the compensatory flood volume to meet the Markley Lake Flood
protection strategy and street lighting to address security concerns
Phone 952.447.9800 / Fax 952.447.4245/www.cityofpriorlake.com
Various project approvals have taken place in accordance to the 429
process. On May 28, 2013, the City Council received bids and awarded
a contract to Chard Tiling for the project.
Current Circumstances
Chard has completed all punch list items that included work in the pond
area which was inaccessible the summer of 2014 due to the flood
conditions. Chard Tiling delivered a quality project, under budget, and
has addressed all outstanding work items at this time. It is appropriate to
provide a full and final payment and accept the improvements.
Conclusion
Staff recommends accepting the improvements and providing full and
final payment.
ISSUES: Acceptance of the improvements triggers the start of the warranty period.
Any additional issues that arise due to workmanship or material failures
will be covered for an additional one year period.
FINANCIAL The final payment amount is $43,386.25. With this payment, the total
IMPACT: contract amount paid to Chard Tiling will be $2,106,051.61. This is
$19,592.54 less than the original contract amount.
Financing for this portion of the project was approved as shown in the
table below. Pending the results of the assessment appeals, additional
funding sources may be necessary. Viable sources may include a
combination of the water fund, storm water fund and other project
savings.
Financing
Water Fund $600,000
Water Quality Fund (Storm upsizing) $207,000
Watermain Trunk Fund(Watermain upsizing) $53,048
Sewer Trunk Fund (Sewer extra depth) $0
Storm Trunk Fund (Markley Lake Flood Protection) $301,000
Assessments $954,970
Bonding $158,626
Total Financing $2,274,644
ALTERNATIVES: 1. Approve as part of the consent agenda a resolution accepting the
Welcome Avenue improvements and authorizing full and final
payment to Chard Tiling and Excavating.
2. Table this item and provide additional direction to City Staff.
3. Deny this item and provide additional direction to City Staff.
RECOMMENDED A Motion and Second for Alternative Number 1.
MOTION:
2
O� PRIO+�
4646 Dakota Street SE
4 sols* Prior Lake, MN 55372
RESOLUTION 15-xxx
A RESOLUTION ACCEPTING IMPROVEMENTS AND AUTHORIZING FULL AND FINAL PAYMENT TO
CHARD TILING FOR THE WELCOME AVENUE IMPROVEMENT PROJECT (CITY PROJECT#12-012)
Motion By: Second By:
WHEREAS, Chard Tiling of Belle Plaine, Minnesota was awarded a contract in the amount of
$2,125,644.15 for the Welcome Avenue Improvement Project#12-012; and
WHEREAS, Chard Tiling has in all respects completed the contract work for the Welcome Avenue
Improvement Project; and
WHEREAS, The Public Works Director 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 in the amount of$43,386.25 for
the total contract amount of$2,106,051.61 for the Welcome Avenue Improvement Project, City Project
#12-012
3. Funding for the final payment shall come from the Construction Fund Account#501-43500.00-
55010.00-TRN 13-000004.
4. Any additional project support costs will be paid from the Construction Fund Account#501-43500.00-
55010.00-TRN 13-000004
PASSED AND ADOPTED THIS 14th DAY OF SEPTEMBER 2015.
VOTE Hedberg Keeney McGuire Morton Thompson
Aye ❑ ❑ ❑ ❑ ❑
Nay ❑ ❑ ❑ ❑ ❑
Abstain ❑ 0 ❑ ❑ 0
Absent ❑ ❑ 0 ❑ ❑
Frank Boyles, City Manager
- Owner:City of Prior Lake Date: 8/27/2015
4646 Dakota Street
WSB Prior Lake,MN 55372-1787
For Period:2/26/2015 to 8/26/2015 Request No.: 16&FINAL
Contractor:Chard Tiling&Excavating
— 26239 State Highway 25
do.4cc ciurc c.Inc. Belle Plaine,MN 56011
Pay Voucher
PRIOR-Welcome Avenue Street and Utility Construction
Client Contract No.:
Project No.:01964-01
Client Project No.:12-012
Project Summary
1 Original Contract Amount $1,983,170.00
2 Contract Changes-Addition $142,474.15
3 Contract Changes-Deduction $0.00
4 Revised Contract Amount $2,125,644.15
5 Value Completed to Date $2,106,051.61
6 Material on Hand $0.00
7 Amount Earned $2,106,051.61
8 Less Retainage $0.00
9 Subtotal
$2,106,051.61
10 Less Amount Paid Previously $2,062,665.36
11 Liquidated Damages $0.00
12 AMOUNT DUE THIS PAY VOUCHER NO.16&FINAL $43,386.25
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 bAssociates,Inc.
V
Approved by Contractor: Approved by Owner:
Chard Tiling&Excavating City of Prior Lake
— ay- es--
Specified Contract Completion Date: Date:
11/1/2013
Comment:
G
Project Material Status
Item Item Description Units Unit Price Contract Quantity Current Amount to
No. Quantity to Date Quantity Date
SCHEDULE A-SURFACE IMPROVEMENTS
1 2021.501 MOBILIZATION LUMP SUM $84,420.15 1 1 0 $84,420.15
2 2101.501 CLEARING ACRE $2,400.00 7.8 7.38 0 $17,712.00
3 2101.502 CLEARING TREE $100.00 15 10 0 $1,000.00
4 2101.506 GRUBBING ACRE $1,000.00 7.8 7.38 0 $7,380.00
5 2101.507 GRUBBING TREE $50.00 15 10 0 $500.00
6 2104.501 REMOVE CURB AND GUTTER LIN FT $2.75 50 80 0 $220.00
7 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $2.40 560 1264 0 $3,033.60
8 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $1.95 500 560 0 $1,092.00
9 2104.521 SALVAGE AND REINSTALL CHAIN LINK FENCE LIN FT $16.00 140 262 0 $4,192.00
10 2104.521 SALVAGE AND REINSTALL WOODEN FENCE LIN FT $22.00 90 0 0 $0.00
11 2104.602 SALVAGE AND REINSTALL MAILBOX EACH $100.00 9 10 0 $1,000.001
12 2105.501 COMMON EXCAVATION(EV) CU YD $4.90 14220 14232 0 $69,736.80
13 2105.507 SUBGRADE EXCAVATION(EV) CU YD $4.90 1750 3889.5 0 $19,058.55
14 2105.521 GRANULAR BORROW(CV) CU YD $5.40 5960 6691 0 $36,131.40
15 2105.601 DEWATERING LUMP SUM $1.00 1 0 0 $0.00
16 2105.601 CONSTRUCT ACCESS ROAD LUMP SUM $8,375.00 1 1.5� 0 $12,562.50
17 2105.607 PREMIUM TOPSOIL BORROW CU YD $25.00 1110 964 0 $24,100.00
18 2105.607 POND EXCAVATION(EV) CU YD $4.90 88680 99797 0 $489,005.30
19 2105.607 CLAY POND LINER(CV) CU YD $0.01 1100 1100 0 $11.00
20 2112.501 SUBGRADE PREPARATION ROAD STA $63.50 22 26.5 0 $1,682.75
21 2123.610 STREET SWEEPER(WITH PICKUP BROOM) HOUR $132.00 30 27.5 0 $3,630.00
22 2130.501 WATER(DUST CONTROL) M GALLONS $60.00 30 23 0 $1,380.00
23 2211.501 AGGREGATE BASE CLASS 5 TON $18.00 5960 6558.74 0 $118,057.32
24 2221.501 AGGREGATE SHOULDERING CLASS 2 TON $34.00 100 41.83, 0 $1,422.22
25 2232.501 MILL BITUMINOUS SURFACE SQ YD $1.55 2400 2314 0 $3,586.70
26 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.50 850 1149 0 $4,021.50
27 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE(2,B) TON $130.00 200 235.52 0 $30,617.60
28 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE(3,C) TON $74.00 1400 1143.26 0 $84,601.24
29 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(3,C)TON $61.85 1000 979.94 0 $60,609.29
30 2504.602 ADJUST VALVE BOX-WATER EACH $180.00 41 5 0 $900.00
31 2504.603 INSTALL UTILITY CONDUIT _LIN FT $5.50 100 90 0 $495.00
32 2505.601 UTILITY COORDINATION LUMP SUM $500.00 1 1 0 $500.00
33 2506.522 ADJUST FRAME&RING CASTING(SANITARY) EACH $225.00 3 1 0 $225.00
34 2506.602 RECONSTRUCT DRAINAGE STRUCTURE EACH $625.00 2 1 0 $625.00
35 2531.501 CONCRETE CURB&GUTTER DESIGN B618 LIN FT $9.75 4100, 4401 0 $42,909.75
36 2540.602 MAIL BOX(TEMPORARY) EACH $15.00 9 10 0 $150.00
37 2563.601 TRAFFIC CONTROL LUMP SUM $2,950.00 1 3.82 0 $11,269.00
38 2564,531 SIGN PANELS TYPE C SQ FT $60.00 24 49.25 0 $2,955.00
39 2564.536 INSTALL SIGN PANEL TYPE SPECIAL EACH $125.00 10 3 0 $375.00
40 2564.602 SALVAGE AND REINSTALL SIGN EACH $125.00 3 11.6 0 $1,450.00
41 2564.603 4"SOLID LINE WHITE-PAINT LIN FT $0.85 1500 0 0 $0.00
42 2564.603 4"DOUBLE SOLID LINE YELLOW-PAINT LIN FT $1.80 750 685 0 $1,233.00
43 2571.501 CONIFEROUS TREE 5'HT B&B TREE $240.00 10 16.5 0 $3,960.00
44 2571.502 DECIDUOUS TREE 5'HT B&B TREE $275.00 25 25 0 $6,875.00
45 2573.502 SILT FENCE,TYPE MACHINE SLICED LIN FT $1.50 4990 3688 0 $5,532.00
46 2573.540 FILTER LOG TYPE WOOD FIBER BIOROLL LIN FT $2.15 1100 0 0 $0.00
47 2573.540 FILTER LOG TYPE STRAW BIOROLL LIN FT - $2.15 1400_ 0 0 $0.00
48 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $650.00 3 3 0 $1,950.00
49 2575.501 SEEDING ACRE $200.00 1 6.62 0 $1,324.00
50 2575.502 SEED MIXTURE 260 POUND $1.78- 850 905 0 $1,610.90
Item Item Description Units Unit Price Contract Quantity to Current Amount to
No. Quantity Date Quantity Date
51 2575.502 SEED MIXTURE 310 POUND $17.83 300 307.7 130 $5,486.29
52 2575.502 SEED MIXTURE 340 POUND $4.94 950 0 0 $0.00
53 2575.505 SODDING,TYPE LAWN(INCL.FERT.) SQ YD $2.95 2050 0 0 $0.00
54 2575.523 EROSION CONTROL BLANKETS CATEGORY 1 SQ YD $0.70 10300 16248 3228 $11,373.60
55 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $0.70 19500 28750 1208 $20,125.00
56 2575.525 EROSION STABILIZATION MAT CLASS 5 SQ YD $20.95 400 0 0 $0.00
57 2575.571 RAPID STABILIZATION METHOD 3 M GALLONS $150.00 50 14 0 $2,100.00
Totals For Section SCHEDULE A-SURFACE IMPROVEMENTS: $1,204,187.46
SCHEDULE B-SANITARY IMPROVEMENTS
58 2104.501 REMOVE SEWER PIPE(SANITARY) LIN FT $8.00 20 10 0 $80.00
59 2503.511 8"DUCTILE IRON PIPE SEWER CL 50 LIN FT $105.00 20 28 0 $2,940.00
60 2503.511 6"PVC PIPE SEWER W/TRACER WIRE LIN FT $22.00 305 306 0 $6,732.00
61 2503.511 8"PVC PIPE SEWER-SDR 35 LIN FT $36.00 830 764 0 $27,504.00
62 2503.511 8"PVC PIPE SEWER-SDR 26 LIN FT $60.00 1780 1811 0 $108,660.00
63 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $1,000.00 2 3 0 $3,000.00
64 2503.602 8"X6"PVC WYE-SDR 26 EACH $175.00 8 9 0 $1,575.00
65 2503.603 TELEVISE SANITARY SEWER LIN FT $0.72 2630 3684 0 $2,652.48
66 2506.516 CASTING ASSEMBLY(MANHOLE) EACH $650.00 11 12 0 $7,800.00
67 2506.602 CHIMNEY SEAL EACH $250.00 13 12 0 $3,000.00
68 2506.602 DUCTILE IRON RISER RING EACH $175.00 2 2 0 $350.00
69 2506.603 CONSTRUCT 8"OUTSIDE DROP LIN FT $275.00 14 14 0 $3,850.00
70 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT $190.00 190 178.6 0 $33,934.00
Totals For Section SCHEDULE B-SANITARY IMPROVEMENTS: $202,077.48
SCHEDULE C-WATER MAIN IMPROVEMENTS
71 2502.521 4"PVC PIPE DRAIN LIN FT $15.00 60 47 0 $705.00
72 2504.602 CONNECT TO EXISTING WATER MAIN EACH $750.00 3 3 0 $2,250.00
73 2504.602 HYDRANT EACH $3,500.00 8 8 0 $28,000.00
74 2504.602 1"CORPORATION STOP EACH $250.00 3 3 0 $750.00
75 2504.602 2"CORPORATION STOP EACH $300.00 2 4 0 $1,200.00
76 2504.602 1"CURB STOP AND BOX EACH $225.00 3 3 0 $675.00
77 2504.602 6"GATE VALVE AND BOX EACH $1,250.00 17 16 0 $20,000.00
78 2504.602 8"GATE VALVE AND BOX EACH $1,750.00 2 5 0 $8,750.00
79 2504.602 12"GATE VALVE AND BOX EACH $3,150.00 2 2 0 $6,300.00
80 2504.602 AUTOMATIC FLUSHING SYSTEM EACH $7,350.00 2 2 0 $14,700.00
81 2504.603 1"TYPE K COPPER PIPE LIN FT $22.00 120 99 0 $2,178.00
82 2504.603 2"TYPE K COPPER PIPE LIN FT $32.00 60 30 0 $960.00
83 2504.603 WATER MAIN ENCASEMENT LIN FT $1.00 3180 2362 0 $2,362.00
84 2504.603 14"WATER MAIN HDPE(DIRECTIONALLY DRILLED) LIN FT $37.50 640 1330 0 $49,875.00
85 2504.603 TELEVISE WATER MAIN LIN FT $0.72 700 0 0 $0.00
86 2504.603 6"WATERMAIN DUCTILE IRON CL 52 LIN FT $33.00 385 319 0 $10,527.00
87 2504.603 8"WATERMAIN DUCTILE IRON CL 52 LIN FT $37.50 1985 2033 0 $76,237.50
88 2504.603 12"WATERMAIN DUCTILE IRON CL 52 LIN FT $53.00 745 125 0 $6,625.00
89 2504.604 2"POLYSTYRENE INSULATION SQ YD $25.00 100 36.1 0 $902.50
90 2504.620 DUCTILE IRON FITTINGS-EPDXY COATED POUND $3.25 6950 7584 0 $24,648.00
Totals For Section SCHEDULE C-WATER MAIN IMPROVEMENTS: $257,645.00
SCHEDULE D-STORM SEWER IMPROVEMENTS
91 2104.501 REMOVE SEWER PIPE(STORM) LIN FT $2.50 550 480 0 $1,200.00
92 2104.509 REMOVE STRUCTURE(STORM) EACH _ $110.00 2 2 0 $220.00
93 2501.511 15"CM PIPE CULVERT LIN FT $35.45 45 0 0 $0.00
94 2501.515 15"CM PIPE APRON EACH $180.00 2 0 0 $0.00
0
Item Item Description Units Unit Price Contract Quantity Current Amount to
No, Quantity to Date Quantity Date
95 2501.515 15"RC PIPE APRON WITH TRASH GUARD EACH $560.00 2 2 0 $1,120.00
96 2501.515 18"RC PIPE APRON WITH TRASH GUARD EACH $618.00 2 2 0 $1,236.00
97 2501.515 36"RC PIPE APRON W/TRASH GUARD AND PILING EACH $3,750.00 2 3 0 $11,250.00
98 2501.515 48"RC PIPE APRON W/TRASH GUARD AND PILING EACH $5,195.00 1 1 0 $5,195.00
99 2501.575 48"RC DISSIPATOR RING EACH $1,425.00 2 4 0 $5,700.00
100 2502.602 CONNECT TO EXISTING STORM SEWER STRUCTURE EACH $550-00 1 1 0 $550.00
101 2503.511 10"PVC PIPE SEWER LIN FT $29.00 40 0 0 $0.00
102 2503.541 12"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $33.00 14 14 0 $462.00
103 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $35.00 1000 1249 0 $43,715.00
104 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $37.00 135 142 0 $5,254.00
105 2503.541 21"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $40.00 160 354 0 $14,160.00
106 2503.541 24"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $42.00 350 366 0 $15,372.00
107 2503.541 27"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $52.00 370 361 0 $18,772.00
108 2503.541 30"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $57.00 50 51 0 $2,907.00
109 2503 541 36"RC PIPE SEWER DESIGN 3006 SPECIAL LIN FT $81.00 134 118 0 $9,558.00
110 2503.541 36"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $75.00 65 53 0 $3,975.00
111 2503.541 48"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $136.00 16 16 0 $2,176.00
112 2503.541 36"RC PIPE SEWER DESIGN 3006 CLASS III LONG RAD BEND EACH $130.00 4 8 0 $1,040.00
113 2503.602 CONNECT TO EXISTING STORM SEWER EACH $325.00 1 3 0 $975.00
114 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $200.00 70 73.6 0 $14,720.00
115 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 _LIN FT $305.00 28 30.6 0 $9,333.00
116 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT $370.00 8 8 0 $2,960.00
117 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 LIN FT $460.00_ 11 12.1 0 $5,566.00,
118 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G OR H EACH $455.00 5 5 0 $2,275.00
119 2506.502 CONSTRUCT OUTLET STRUCTURE EACH $5,595.00 1, 1 0 $5,595.00
120 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 (2'X3')EACH $775.00 5 4 0 $3,100.00
121 2506.516 CASTING ASSEMBLY(MANHOLE) EACH $700.00 2 8 0 $5,600.00
122 2506.516 CASTING ASSEMBLY(CATCH BASIN) EACH $700.00 25 25 0 $17,500.00
123 2506.602 DUCTILE IRON RISER RING EACH $185.00 2 0 0 $0.00
124 2511.501 RANDOM RIP RAP CLASS III SPECIAL(FIELD STONE) CU YD $80.00 50 82.8 0 $6,624.00
125 2511.502 RANDOM RIPRAP CLASS IV TYPE SPECIAL(FIELD STONE) CU YD 580.00 150 162.2 59.2 $12,976.00
126 2573.530 STORM DRAIN INLET PROTECTION EACH $85.00 32 25 0 $2,125.00
Totals For Section SCHEDULE D-STORM SEWER IMPROVEMENTS: $233,211.00
ALTERNATE 1-SCHEDULE E-SURFACE IMPROVEMENTS
127 2112.501 SUBGRADE PREPARATION _ROAD STA $60.00 10 13 0 $780.00
128 2211.501 AGGREGATE BASE CLASS 5 TON $18.00 2340 3319.46 0 $59,750.28
129 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.50 400 500 0 $1,750.001
130 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE(3,C) TON $74.00 600 600 0 $44,400.00
131 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(3,C) TON $61.85 400 723.92 0 $44,774.45
132 2531.501 CONCRETE CURB&GUTTER DESIGN B618 LIN FT $9.75 1750 1605 0 $15,648.75
133 2554.501 TRAFFIC BARRIER DESIGN 8331 LIN FT $11.35 100 773 160 $8,773.55
134 2554.521 ANCHORAGE ASSEMBLY-CABLE EACH $2,170.00 2 2 0 $4,340.00
135 2564.531 SIGN PANELS TYPE C SQ FT $60.00 38 12 0 $720.00
136 2564.602 INSTALL PERMANENT BARRICADE(TYPE III) EACH $250.00 3 3 0 $750.00
Totals For Section ALTERNATE 1-SCHEDULE E-SURFACE IMPROVEMENTS: $181,687.03
ALTERNATE 1-SCHEDULE F-STORM SEWER IMPROVEMENTS
137 2501.561 24"RC PIPE CULVERT DESIGN 3006 CLASS III _LIN FT $42.35 30 37 0 $1,566.95
138 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $35.50 15 0 0 $0.00
139 2503.541 21"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $41.75 30 37 0 $1,544.75
140 2503.541 27"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $52.50 280 274 0 $14,385.00
Item Item Description Units Unit Price Contract Quantity Current Amount to
No. Quantity to Date Quantity Date
141 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $238.00 8 22.13 0 $5.266.94
142 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $335.00 5 4 0, $1,340.00
143 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G OR H EACH $560.00 1 0 0 $0.00
144 2506.516 CASTING ASSEMBLY(CATCH BASIN) EACH $700.00 4 4 0 $2,800.00
145 2573.530 STORM DRAIN INLET PROTECTION EACH $85.00 4 4 0 $340.00
Totals For Section ALTERNATE 1-SCHEDULE F-STORM SEWER IMPROVEMENTS: $27243.64
Change Order 1
146 93132 CHANGE ORDER LUMP SUM $142,474.15 1 0 0 $0.00
Totals For Change Order 1: $0.00
Project Totals: $2,106,051.61
Project Payment Status
Owner:City of Prior Lake
Client Project No.:12-012
Client Contract No.:
Project No.:01964-01
Contractor:Chard Tiling&Excavating
Contract Changes
No. Type Date Description Amount
COt Change 8/5/2013 Widening Welcome quantities. Change elcome Avenue and revisions to various See Order No.1 Detail for list of $142,474.15
Order quantities.
Change Order Totals:$142,474.15
Payment Summary
No. From Date To Date Payment Total Retainage Per Total Total Payment+ Work Certified Total Work
Payment Payment Retainage Retainage Per Payment Certified
1 6/1/2013 6/30/2013 $66,174.70 $66,174.70 $3,482.88 $3,482.88 $69,657.58 $69,657.58 $69,657.58
2 7/1/2013 8/2/2013 $52,000.82 $118,175.52 $2,736.88 $6,219.76 $124,395.28 $54,737.70 $124,395.28
3 8/3/2013 9/4/2013 $352,585.85 $470,761.37 $18,557.15 $24,776.91 $495,538.28 $371,143.00 $495,538.28
4 9/5/2013 9/28/2013 $428,750.54 $899,511.91 $22,565.82 $47,342.73 $946,854.64 $451,316.36 $946,854.64
5 9/29/2013 11/1/2013 $217,559.48$1,117,071.39 $11,450.50 $58,793.23 $1,175,864.62 $229.009.98 $1,175,864.62
6 11/2/2013 11/30/2013$223,112.19$1,340,183.58 $11,742.75 $70,535.98 $1,410,719.56 $234,854.94 $1,410,719.56
7 12/1/2013 1/10/2014 $171,344.36$1,511,527.94 $9,018.12 $79,554.10 $1,591,082.04 $180,362.48 $1,591,082.04
8 1/11/2014 2/1/2014 $52,016.20$1,563,544.14 $2,737.70 $82,291.80 $1,645,835.94 $54,753.90 $1,645,835.94
9 2/2/2014 2/28/2014 $68,502.41 $1,632,046.55 $3,605.39 $85,897.19 $1,717,943.74 $72,107.80 $1,717,943.74
10 3/1/2014 4/30/2014 $9,153.71 $1,641,200.26 $481.77 $86,378.96 $1,727,579.22 $9,635.48 $1,727,579.22
11 5/1/2014 6/3/2014 $70,129.83$1,711,330.09 $3,691.05 $90,070.01 $1,801,400.10 $73,820.88 $1,801,400.10
12 6/4/2014 6/27/2014 $201,295.64$1,912,625.73 $10,594.50 $100,664.51 $2,013,290.24 $211,890.14 $2,013,290.24
13 6/28/2014 7/24/2014 $18,450.89'$1,931,076.62 $971.10 $101,635.61 $2,032,712.23 $19,421.99 $2,032,712.23
14 7/25/2014 11/17/2014 $55,169.90$1,986,246.52 $2,903.68 $104,539.29 $2,090,785.81 $58,073.58 $2,090,785.81
15 11/18/2014 2/25/2015 $76,418.84$2,062,665.36 ($73,128.14) $31,411.15 $2,094,076.51 $3,290.70 $2,094,076.51
16 8 2/26/2015 8/26/2015 $43,386.25$2,106,051.61
FINAL ($31,411.15) $0.00 $2,106,051.61 $11,975.10 $2,106,051.61
Payment Totals: $2,106,051.61 $0.00 $2,106,051.61 $2,106,051.61
Project Summary
Material On Hand: $0.00
Total Payment to Date: $2,106,051.61 Original Contract $1,983,170.00
Total Retainage: $0.00 Contract Changes: $142,474.15
Total Amount Earned: $2,106,051.61 Revised Contract: $2,125,644.15