HomeMy WebLinkAbout6.h. Partial Payment #9 – Connemara Trail Extension, CP 434 ROSEMOUNTEXECUTIVE SUMMARY
CITY COUNCIL
City Council Meeting: September 18, 2012
AGENDA ITEM: Partial Payment#9 — Connemara Trail AGENDA SECTION:
Extension, City Project 431 Consent
PREPARED BY: Andrew J. Brotzler, PE, Director of ' .lic AGENDA NO. 4,14.
Works / City Engineer 4 /
ATTACHMENTS: Partial Payment #9; Map APPROVED BY:
Ota
RECOMMENDED ACTION: Motion to Approve Partial Payment #9 for the Connemara
Trail Extension, City Project 431.
BACKGROUND:
Attached for Council consideration is Partial Payment #9 for the Connemara Trail Extension, City Project
431.
This pay voucher also includes Work Order 2 for Minor Extra Work,which is negotiated compensation
for the following items:
• Additional temporary barricades to protect motorists
• Modification of an existing manhole invert
• An additional 60-inch manhole
• Hydroseed and hydromulch for the boulevards
• Minor curb and gutter repairs
• An additional street sign at the intersection of Akron Avenue
Work Order 2 results in a net increase of$16,959.92 (0.7% of the current contract amount) for a revised
contract amount of$2,379,775.93. Work Orders included in Construction Pay Voucher No. 9 have been
approved by MnDOT Estimating.
SUMMARY:
Staff recommends Council approval of Partial Payment #9 for the Connemara Trail Extension, City
Project 431.
G:A EN GPROJ\431\201211918 CC Partial Payment 9.docx
- Owner: City of Rosemount Date: 9/10/2012
2875 145th Street West
WSB Rosemount, MN 55068-4941
For Period: 8/1/2012 to 8/31/2012 Request No.: 9
Contractor: Minger Construction, Inc.
2471 Galpin Court
t' .i+∎rh i h '. 11/.. Chanhassen, MN 55317
Pay Voucher
RSMT-Connemara Trail Improvements
Client Contract No.:
Project No.: 01916-18
Client Project No.: 431
Project Summary
1 _Original Contract Amount $2,341,683.51
2 Contract Changes-Addition $38,092.42
3 Contract Changes- Deduction $0.00
4 Revised Contract Amount _ $2,379,775.93
5 Value Completed to Date $2,297,557.25
6 Material on Hand $0.00
7 _Amount Earned _ $2,297,557.25
8 Less Retainage $20,000.00
9 Subtotal _ $2,277,557.25
10 Less Amount Paid Previously $2,260,471.33
11 Liquidated Damages $0.00
12 AMOUNT DUE THIS PAY VOUCHER NO. 9 $17,085.92
THIS IS TO CERTIFY THAT THE ITEMS OF WORK SHOWN IN THIS CERTIFICATE OF PARTIAL PAYMENT HAVE BEEN
ACTUALLY FINISHED FOR THE WORK COMPRISING THE ABOVE MENTIONED PROJECTS IN ACCORDANCE WITH THE
PLANS AND SPECIFICATIONS HERETOFORE APPROVED.
Recommended for Approval by: Construction Observer:
WSB&Associates, Inc.
Approved by Contractor: Approved by Owner:
Minger Construction, Inc. City of Rosemount
Specified Contract Completion Date: Date:
6/30/2012
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 $104,000.00 1 1 0 $104,000.00
2 2101.502 CLEARING TREE $265.00 3 3 0 $795.00
3 2101.507 GRUBBING TREE $265.00 3 3 0 $795.00
4 2104.501 REMOVE FENCE LIN FT $2.45 800 590 0 $1,445.50
5 2104.501 REMOVE CURB AND GUTTER LIN FT $5.90 60 50 0 $295.00
6 2104.503 REMOVE CONCRETE WALK SQ FT _ $1.15 350 125 0 $143.75
7 2104.503 REMOVE BITUMINOUS WALK SQ FT $2.35 80 0 0 $0.00
8 2104.503 REMOVE CONCRETE MEDIAN SQ FT $11.80 30 0 0 $0.00
9 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $3.50 150 167 0 $584.50
10 2104.509 REMOVE PERMANENT BARRICADE EACH $26.40 3 3 0 $79.20
11 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT $11.80 20 0 0 $0.00
12 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT $3.50 150 110.5 0 $386.75
13 2104.523 SALVAGE PERMANENT BARRICADE EACH $21.00 6 6 6 $126.00
14 2105.501 COMMON EXCAVATION(P) CU YD _ $2.50 32700 30440 0 $76,100.00
15 2105.507 SUBGRADE EXCAVATION(P) CU YD $2.50 7400 7400 0 $18,500.00
16 2105.515 UNCLASSIFIED EXCAVATION CU YD $4.05 4500 8200 0 $33,210.00
17 2105.521 GRANULAR BORROW(CV) CU YD $0.01 13500 3069 0 $30.69
18 2105.522 SELECT GRANULAR BORROW(CV)(P) CU YD $8.15 13700 13700 0 $111,655.00
19 2105.525 TOPSOIL BORROW(LV) CU YD $18.80 100 0 0 $0.00
20 2105.601 MINOR GRADING 1 LUMP SUM $2,450.00 1 0 0 $0.00
21 2112.501 SUBGRADE PREPARATION ROAD STA $332.00 27.7 27.7 0 $9,196.40
22 2123.610 STREET SWEEPER(WTH PICKUP BROOM) HOUR _ $145.00 40 2 0 $290.00
23 2130.501 WATER M GALLONS $26.10 100 0 0 $0.00
24 2211.501 AGGREGATE BASE CLASS 5 TON $13.80 9300 8133.43 0 $112,241.33
25 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.15 1900 1805 0 $5,685.75
26 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $52.05 4300 3718.82 0 $193,564.58
27 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C) TON $54.95 2150 2013.9 0 $110,663.81
28 2521.501 4"CONCRETE WALK SQ FT $2.55 4800 4437 0 $11,314.35
29 2521.511 2"BITUMINOUS WALK SQ FT $1.10 41200 41688 0 $45,856.80
30 2531.501 CONCRETE CURB&GUTTER DESIGN B418 LIN FT $9.00 880 838.5 0 $7,546.50
31 2531.501 CONCRETE CURB&GUTTER DESIGN B618 LIN FT $9.25 5850 5726.5 0 $52,970.13
32 2531.602 CONCRETE MEDIAN NOSE DESIGN 7109 EACH $316.55 1 1 0 $316.55
33 2531.618 TRUNCATED DOMES SQ FT $29.55 152 156 0 $4,609.80
34 2545.523 4"NON-METALLIC CONDUIT LIN FT $7.60 250 810 0 $6,156.00
35 2554.602 PERMANENT BARRICADES(TYPE III) EACH _ $150.00 10 6 0 $900.00
36 2563.601 TRAFFIC CONTROL LUMP SUM $1,740.00 1 1 0 $1,740.00
37 2564.531 SIGN PANELS TYPE C SQ FT $29.30 159.25 154.25 0 $4,519.53
38 2573.502 SILT FENCE,TYPE HEAVY DUTY LIN FT $1.60 8050 7438 0 $11,900.80
39 2573.602 INLET PROTECTION EACH $105.00 36 42 0 $4,410.00
40 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $855.00 2 2 0 $1,710.00
41 2575.501 SEEDING ACRE $135.00 7.8 15.27 0 $2,061.45
42 2575.502 SEED MIXTURE 260 POUND $1.50 390 703 0 $1,054.50
43 2575.502 SEED MIXTURE 310 POUND $14.85 40 30 0 $445.50
44 2575.502 SEED MIXTURE 340 POUND $3.85 130 207 0 $796.95
45 2575.505 SODDING,TYPE LAWN(INCL.TOPSOIL&FERT.) SQ YD $2.55 1100 0 0 $0.00
46 2575.511 MULCH MATERIAL TYPE 1 TON $215.00 10 14.75 0 $3,171.25
47 2575.523 EROSION CONTROL BLANKETS CATEGORY 1 SQ YD $0.80 2500 4213 0 $3,370.40
48 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $0.80 10500 12559 0 $10,047.20
49 2575.532 FERTILIZER TYPE 1 POUND $0.40 1100 1337 0 $534.80
50 2582.501 PAVEMENT MESSAGE(LEFT ARROW)PAINT EACH $53.00 6 0 0 $0.00
Page 2
Item Item Description Units Unit Price Contract Quantity to Current Amount to
No. _ Quantity Date Quantity Date
51 2582.501 PAVEMENT MESSAGE(RIGHT ARROW)PAINT EACH $53.00 2 0 0 $0.00
52 2582.501 PAVEMENT MESSAGE(LEFT ARROW)EPDXY EACH $130.00 6 6 0 $780.00
53 2582.501 PAVEMENT MESSAGE(RIGHT ARROW)EPDXY EACH $130.00 2 2 0 $260.00
54 2582.502 4"SOLID LINE WHITE-PAINT LIN FT $0.07 5600 0 0 $0.00
55 2582.502 4"SOLID LINE YELLOW-PAINT LIN FT $0.15 230 0 0 $0.00
56 2582.502 24"SOLID LINE YELLOW-PAINT LIN FT $0.80 440 0 0 $0.00
57 2582.502 4"DOUBLE SOLID LINE YELLOW-PAINT LIN FT $0.30 2400 0 0 $0.00
58 2582.502 4"SOLID LINE WHITE-EPDXY LIN FT $0.25 5600 5503 0 $1,375.75,
59 2582.502 4"SOLID LINE YELLOW-EPDXY LIN FT $0.30 230 273 0 $81.90,
60 2582.502 4"DOUBLE SOLID LINE YELLOW-EPDXY LIN FT $0.55 2400 2791 0 $1,535.05,
61 2582.502 24"SOLID LINE YELLOW-EPDXY LIN FT $5.30 440 316 0 $1,674.80
Totals For Section SCHEDULE A-SURFACE IMPROVEMENTS: $960,928.27
SCHEDULE B-SANITARY SEWER IMPROVEMENTS
62 2104.509 REMOVE MANHOLE EACH $5,500.00 1 1 0 $5,500.00
63 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON $30.60 10 0 0 $0.00
64 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM $18,000.00 1 1 0 $18,000.00
65 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH ' $2,000.00 3 3 0 $6,000.00,
66 2503.603 TELEVISE SANITARY SEWER LIN FT $5.00 182 162 0 $810.00
67 2503.603 8"PVC PIPE SEWER-SDR 26 LIN FT $35.00 162 162 0 $5,670.00
68 2503.541.30"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $200.00 20 11 0 $2,200.00,
69 2506.516 CASTING ASSEMBLY EACH $650.00 4 4 0 $2,600.00
70 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT $160.00 29.11 33.96 0 $5,433.60
71 2506.603 CONST 72"DIA SAN SEWER MANHOLE LIN FT $485.00 17.33 8.83 0 $4,282.55,
Totals For Section SCHEDULE B-SANITARY SEWER IMPROVEMENTS: $50,496.15
SCHEDULE C-WATER MAIN IMPROVEMENTS
72 2104.501 REMOVE WATER MAIN LIN FT $6.85 20 0 0 $0.00
73 2104.523 SALVAGE HYDRANT&VALVE EACH $730.00 1 1 0, $730.00,
74 2504.602 INSTALL SALVAGED HYDRANT,GATE VALVE,AND BOX EACH $1,100.00 1 1 0 $1,100.00
75 2504.602 HYDRANT EACH $3,510.00 5 5 0 $17,550.00
76 2504.602 6"GATE VALVE AND BOX EACH $1,140.00 5 5 0 $5,700.00
77 2504.602 8"GATE VALVE AND BOX EACH $1,545.00 3 3 0 $4,635.00
78 2504.602 12"GATE VALVE AND BOX EACH $2,600.00 7 6 0 $15,600.00
79 2504.602 CONNECT TO EXISTING WATER MAIN EACH $860.00 2 2 0 $1,720.00
80 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT $28.60 106 108 0 $3,088.80
81 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT $34.30 202 208 0 $7,134.40
82 2504.603 12"WATER MAIN-DUCT IRON CL 52 LIN FT $48.75 2905 2711 0 $132,161.25
83 2504.604 4"POLYSTYRENE INSULATION SQ YD $30.00 40 1.8 0 $54.00
84 2504.608 DUCTILE IRON FITTINGS POUND $2.65 10000 4740 0 $12,561.00,
Totals For Section SCHEDULE C-WATER MAIN IMPROVEMENTS: $202,034.45
SCHEDULE D-STORM SEWER IMPROVEMENTS
85 2501.515 18"RC PIPE APRON EACH $930.00 1 1 0 $930.00
86 2501.515_24"RC PIPE APRON EACH $1,055.00 3 3 0 $3,165.00
87 2501.515_30"RC PIPE APRON EACH $1,250.00 1 1 0 $1,250.00
88 2501.602 48"RC PIPE APRON W/PILING EACH $5,955.00 2 2 0 $11,910.00
89 2501.602 TRASH GUARD FOR 18"PIPE APRON EACH $240.00 1 1 0 $240.00
90 2501.602 TRASH GUARD FOR 24"PIPE APRON EACH $515.00 3 3 0 $1,545.00
91 2501.602 TRASH GUARD FOR 30"PIPE APRON EACH $770.00 1 1 0 $770.00
92 2501.602 TRASH GUARD FOR 48"PIPE APRON EACH $1,450.00 2 2 0 $2,900.00
93 2502.541 4"PERF PVC PIPE DRAIN LIN FT $14.60 100 100 0 $1,460.00
94 2503.541_15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $26.40 836 812 0 $21,436.80
Page 3
Item Item Description Units Unit Price Contract Quantity to Current Amount to
No. Quantity Date Quantity Date
95 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $28.10 418 441 0 $12,392.10
96 2503.541 21"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $31.25 406 406 0 $12,687.50
97 2503.541 24"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $32.75 297 271 0 $8,875.25
98 2503.541 30"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $44.00 1287 1295 0 $56,980.00
99 2503.541 33"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $49.40 82 82 0 $4,050.80
100 2503.541 36"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $59.00 548 542 0 $31,978.00
101 2503.541 42"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $75.00 490 490 0 $36,750.00
102 2503.541 48"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $90.00 212 198 0 $17,820.00
103 2503.602 CONSTRUCT BULKHEAD EACH $390.00 5 4 0 $1,560.00
104 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $224.00 57.63 58.42 0 $13,086.08
105 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020 LIN FT $256.60 13.61, 11.79 0 $3,025.31
106 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $272.40 37.28 38.9 0 $10,596.36
107 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 66-4020 LIN FT $279.60 38.26 30.97 0 $8,659.21
108 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT $323.10 24.46 25.23 0, $8,151.81
109 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 LIN FT $475.55 16.94 15.49 0 $7,366.27
110 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 96-4020 LIN FT $515.80 23.64 27.18 0 $14,019.44
111 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH $1,055.00 2 2 0 $2,110.00
112 2506.516 CASTING ASSEMBLY EACH $475.00 23 25 0 $11,875.00
113 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1,020.00 10 10 0 $10,200.00
114 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH $8,400.00 1 1 0 $8,400.00
115 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 EACH $10,330.00 1 1 0 $10,330.00
116 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 4 EACH $14,500.00 1 1 0 $14,500.00
117 2511.501 RANDOM RIPRAP CLASS IV CU YD $92.50 116 140 0 $12,950.00
118 2511.501 RANDOM RIPRAP CLASS IV-GROUTED CU YD $137.45 64 166 0 $22,816.70
119 2511.515 GEOTEXTILE FILTER FABRIC TYPE IV SQ YD $1.20 175 387 0 $464.40
Totals For Section SCHEDULE D-STORM SEWER IMPROVEMENTS: $387,251.03
SCHEDULE E-TRUNK STORM SEWER IMPROVEMENTS
120 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON $30.60 10 0 0 $0.00
121 2503.541 48"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $210.00 693 653 0 $137,130.00
122 2503.541 54"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $220.00 897 897, 0 $197,340.00
123 2503.541 54"RC PIPE SEWER DESIGN 3006 SPECIAL LIN FT $1,060.00 272 272 0 $288,320.00
124 2503.602 CONSTRUCT BULKHEAD EACH $530.00 2 2 0 $1,060.00
125 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $138.10 75 67.57 0 $9,331.42
126 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 LIN FT $442.55 45.61 51.81 0 $22,928.52
127 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 108-4020 LIN FT $1.00 50.01 19.99 0 $19.99.
128 2506.516 CASTING ASSEMBLY EACH $525.00 5 5 0 $2,625.00
Totals For Section SCHEDULE E-TRUNK STORM SEWER IMPROVEMENTS: $658,754.93
Backsheet 1
129 12105.605IERODIBLE ACRE WITHHOLDING (ACRE 1($3,000.00)1 01 01 0 $0.00
Totals For Backsheet 1: $0.00
Work Order 1
130 2504.602 16"GATE VALVE AND BOX EACH $7,350.00 1 1 0 $7,350.00
131 2504.603 16"WATER MAIN-DUCT IRON CL 52 LIN FT $74.50 185 185 0 $13,782.50
Totals For Work Order 1: $21,132.50
Work Order 2
132 2554.601 TEMPORARY TYPE III BARRICADES LUMP SUM $4,171.50 1 1 1 $4,171.50
133 95931 MODIFY STORM SEWER INVERT LUMP SUM $804.00 1 1 1, $804.00
134 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $272.40 13.03 13.03 13.03, $3,549.37
135 95932 HYDROSEEDING,W/TYPE 6 HYDROMULCH BLEND SQ YD $0.85 7833 7833 7833 $6,658.05
136 95933 CURB AND GUTTER REPAIRS LUMP SUM $1,452.00 1 1 1 $1,452.00
Page 4
Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date
137 95934 F&I STREET ID SIGN LUMP SUM $325.00 1 1 1 $325.00
Totals For Work Order 2: $16,959.92
Project Totals: $2,297,557.25
Page 5
Project Payment Status
Owner: City of Rosemount
Client Project No.: 431
Client Contract No.:
Project No.: 01916-18
Contractor: Minger Construction, Inc.
Contract Changes
No. Type Date Description Amount
BK1 Backsheet 8/31/2011 Erodible Acres Back Sheet $0.00
WO1 Work Order 6/12/2012 Watermain Upsizing $21,132.50
WO2 Work Order 9/5/2012 Work Order 2 (see work order document for description) $16,959.92
Change Order Totals: $38,092.42
Payment Sum
No. From To Date Payment Total Retainage Total Total Work Total Work
Date Payment Per Retainage Payment+ Certified Per Certified
Payment Retainage Payment
1 8/1/2011 8/31/2011 $138,392.96 $138,392.96 $7,283.84 $7,283.84 $145,676.80 $145,676.80 $145,676.80
2 9/1/2011 9/30/2011 $618,027.80 $756,420.76 $32,527.78 $39,811.62 $796,232.38 $650,555.58_ $796,232.38
3 10/1/2011 10/31/2011 $482,531.79 $1,238,952.55 $25,396.41 $65,208.03 $1,304,160.58 $451,260.02_$1,247,492.40
4 11/1/2011 11/30/2011 $119,783.83 $1,358,736.38 $350.62 $65,558.65 $1,424,295.03 $63,680.69 $1,311,173.09
5 12/1/2011 4/30/2012 $311,912.81 $1,670,649.19 $19,513.72 $85,072.37 $1,755,721.56 $390,274.21 $1,701,447.30
6 5/1/2012 5/31/2012 $136,686.24_$1,807,335.43 $10,050.55 $95,122.92 $1,902,458.35 $201,011.05 $1,902,458.35
7 6/1/2012 6/30/2012 $177,627.98 $1,984,963.41 $9,348.84 $104,471.76 $2,089,435.17 $186,976.82 $2,089,435.17
8 7/1/2012 _7/31/2012 $275,507.92 $2,260,471.33 ($84,471.76) $20,000.00 $2,280,471.33 $191,036.16.$2,280,471.33
9 8/1/2012 8/31/2012 $17,085.92 $2,277,557.25 $0.00 $20,000.00 $2,297,557.25 $17,085.92_$2,297,557.25
Payment Totals: $2,277,557.25 $20,000.00 $2,297,557.25 $2,297,557.25
Project Summary
Material On Hand: $0.00
Total Payment to Date: $2,277,557.25 Original Contract: $2,341,683.51
Total Retainage: $20,000.00 Contract Changes: $38,092.42
Total Amount Earned: $2,297,557.25 Revised Contract: $2,379,775.93
Page 6
STATE AID FOR LOCAL TRANSPORTATION June 2008
WORK ORDER FOR MINOR EXTRA WORK Page 1 of 2
City/County of Rosemount Work Order No. 2
FEDERAL PROJECT NO. STATE AID PROJECT NO. LOCAL PROJECT NO CONTRACT NO.
208-104-006 431
CONTRACTOR NAME ADDRESS CITY STATE ZIP
Minger Construction, Inc. 2471 Galpin Court,Suite 110, Chanhassen MN 55317
_ P.O.Box 236
LOCATION OF WORK TOTAL WORK ORDER AMOUNT
Connemara Trail, Rosemount MN $16,959.90
In accordance with the terms of this Contract, you are hereby authorized and instructed
to perform the work as altered by the following provisions.
This project consists of a newly constructed urban roadway with utilities connecting
Akron Avenue with the existing Connemara Trail.
The City of Rosemount decided to install additional temporary barricades to protect the
motorists from driving off the portion of roadway that was not finished prior to winter
shutdown. In addition, the contractor needed to modify the invert of a storm sewer
structure due to plan omissions. The 60" drainage structure was omitted from the Group
3 funding category. Also, the City determined that they would prefer to hydroseed the
project area for turf establishment rather than relying on seeding and mulching. Lastly,
in order for the pedestrian ramps to meet ADA requirements the curb and gutter at the
intersection of Abbeyfield Avenue and Connemara Trail was removed and replaced.
Lastly, the City decided to add a Street ID sign to the project. All work for these items
were constructed in accordance with the applicable specifications.
Payment will be made as shown in the Estimate of Cost below, which includes the 10%
Prime Contractor Allowance. The contractor shall provide all equipment, material and
labor to construct the temporary type III barricades and modify the storm sewer inverts,
construct the 60" drainage structure, hydroseed, and make curb and gutter repairs as
determined by the Project Engineer.
This work is not expected to become, or affect the Controlling operation. Contract time
will not be altered as a result of this work except as provided in Mn/DOT Specification
1806.
Cost Breakdown
Group/
*Fund Unit
Cat. Item No. Description Unit Price Quantity Amount
1 2554.601 Temporary Type III Barricades L.S. $4,171.50 1 $4,171.50
1 Modify Storm Sewer Invert L.S. $804.00 1 $804.00
Construct Drainage Structure
3 2506.501 Design 60-4020 L.F. $272.40 13.03 $3,549.37
Hydroseeding,w/Type 6
1 2575.604 Hydrolmulch Blend S.Y. $0.85 7,833 $6,658.05
STATE AID FOR LOCAL TRANSPORTATION June 2008
WORK ORDER FOR MINOR EXTRA WORK Page 2 of 2
1 Curb and gutter repairs L.S. $1,452.00 1 $1,452
1 2 F& I Street ID Sign L.S. - $325.00 1 $325.00
*Group/Funding c. -e sry is required for federal projects
Approved by O , = Approved by
Project
Engineer: � Contractor:
Print Name: 1, 06\r/ Print Name: tt^ C^
Date: 8 199 /2- Phone: 6f./ aY5 Date: : - '671' I L Phone: 95L- 3o8- f2oG
Original to Project Engineer; Copy to Contractor
O.K Mn/DOT Estimating TES 08/16/12
Once contract has been fully executed,forward a copy to DSAE for funding review:
The State of Minnesota is not a participant in this contract, signing by the District State Aid
Engineer is for FUNDING PURPOSES ONLY. Reviewed for compliance with State and Federal
Aid Rules/Policy. Eligibility does not guarantee funds will be available.
This project is eligible for: _ Federal Funding _ State Aid Funding _ Local funds
District State Aid Engineer: Date:
Connemara Trail Improvements R ROSEMOUNT
LIC WOR. ' .. u
.J 11,i ;
°' 28T i Z
c' STW O
m 9S ' MCMENOMY Ce
POND Y
130TH ST a
KEEGAN W ��
LAKE >,
Na
li
a
o
a' ,,,,,..„,...L m
pi MARE
POND BONAIRE PATH W BONAIRE PATH E .r
BIRDAONG �p MARE POND ,(, A •
CT a e� gr4. �A- F �/
BIRDSONG PATH _� 00 ��9' Q' 4 F4, d ��
136THST';O % • ' q 7i. C 4 ''
.� £ /
'Q l
k
/
�M"� 'o
• ' oi
°TRL CONN • L I r, 1::( �
6\RM\�ZHM . 138TH
STW VI
OP,�BELN ERE >IP G; /
00- �i
�Z44� 140TH ST $�O sie/'
STW 0
m Birch T ' =LMONT park � a W
T (/ BIRCH S ////'''� >
FCMONT l/7. I k 1,01 OrgG Z
FAST / '' 04 OE °o 0
v+ Y
iii*� // JPL•N pA1,b • a v
0i� • p1ELO pA M 4 t :
� •i 142ND CI
%/ La d� q C� y r7OO,4FIELs 'J•. f v
C i , GI SALE PA 9
ECH ST W 43'4, BAYBER" n
CI A G � OiLlty Hall Park
w 0 V' BAY: RRYTR CIR 4 AY 145TH ST W JCSAH 42)
0 IE • AURORA AVE
J
03
'
S
V
- '0 t .
ea 0,v O
,1, 4. -/
'� >
Z
O
I iFeet
0 550 1,100 2,200 3,300 4,400
June 2011
T.GIS/City/Maps/Departmental Maps/Engineering/Phil/2010 Future Connemara Trail