3.5 70th Street Turn Lanes Improvement Project Pay Application #1
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE:
Public Works City Engineer Wagner July 10, 2023
PRESENTER(s) REVIEWED BY: ITEM #:
Consent City Administrator/Finance Director Flaherty 3.5 – Pay Application
70th Street Turn Lanes
STRATEGIC VISION
MEETS: THE CITY OF OTSEGO:
Is a strong organization that is committed to leading the community through innovative
communication.
X Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and
expectations in a cost-effective manner.
Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
City Staff is recommending City Council approval of Pay Application #1 to Omann Contracting Companies.
ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED?
No No
BACKGROUND/JUSTIFICATION:
Pay Application #1 includes payment for bituminous and concrete removals, excavation, aggregate, paving
bituminous, installing pipe, concrete curb and gutter, and turf establishment.
Final miscellaneous items are being completed. Turf establishment is minimal with this project but the
topsoil has been seeded. In accordance with Minnesota Statute, the City is withholding the maximum of
5% retainage of work completed, which amounts to $4,986.05 at this time and will be enough to ensure an
acceptable amount of growth has occurred.
This payment also includes a work order for some field changes. Trail reclaim was required as the existing
trail was sloped toward the south (CSAH 38). The ditch located to the south of the trail was filled for the
purposes of providing a turn lane and storm sewer; approximately 200’ of trail would have trapped water.
Reclaiming and sloping to the north prevented that. Black dirt was added to areas along the trail that had
little to no topsoil available for salvage. Material was brought in so grass could establish. The Engineer and
Contractor negotiated an adjusted price per ton for trail wear course with the change in quantity from 0.5
tons to 38 tons. The price change was from $600/ton to $135/ton. Work Order #1 is $7,990.00.
SUPPORTING DOCUMENTS ATTACHED:
• Pay Application #1
• Work Order #1
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to approve Pay Application #1 in the amount of $94,734.96 to Omann Contracting Companies for
work completed on the Martin Farms Avenue and 70th Street Turn Lanes Project.
BUDGET INFORMATION
FUNDING: BUDGETED:
Fund 414 – Capital Improvements
Yes; however the estimated and actual project
costs exceed the amount budgeted.
Contractor's Application for Payment No.
To (Owner):Application Application Date:
Period:
Project:From (Contractor):Via (Engineer):
Application For Payment
Change Order Summary
1. ORIGINAL CONTRACT PRICE...........................................................................$
Number 2. Net change by Change Orders......................................................................................$
3. Current Contract Price (Line 1 ± 2)................................................................................................$
4. TOTAL COMPLETED AND STORED TO DATE $
5. RETAINAGE:$
a.5%X Work Completed..............................................$
b.0%X Stored Material..............................................$
c.Total Retainage (Line 5.a + Line 5.b).........................................................................................................................................$
6. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5.c)....................................................................................................................$
7. LESS PREVIOUS PAYMENTS.........................................................................................................$
8. AMOUNT DUE THIS APPLICATION....................................................................................................................................$
Contractor's Certification ENGINEER: HAKANSON ANDERSON
Certification: We recommend payment for work and quantites shown.
Date
OWNER: CITY OF OTSEGO
Contractor Signature
By:Date:Date
1
City of Otsego July 5, 2023
Martin Farms Avenue and 70th Street
Turn Lanes Project Hakanson AndersonOmann Contracting Companies
Through June 16, 2023
$4,986.05
Approved Change Orders $83,890.50
Additions Deductions $0.00
$83,890.50
$99,721.01
$0.00
$4,986.05
$94,734.96
TOTALS $0.00 $0.00 $94,734.96
(Owner)
NET CHANGE BY $0.00CHANGE ORDERS
(Engineer)
The undersigned Contractor certifies, to the best of its knowledge, the following:
(1) All previous progress payments received from Owner on account of Work done under the Contract have been applied
on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior
Applications for Payment;
(2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this
Application for Payment, will pass to Owner at time of payment free and clear of all Liens, security interests, and
encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such Liens,
security interest, or encumbrances); and
(3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not
defective.
July 5, 2023
PAY ESTIMATE #1
City of Otsego
Martin Farms Avenue and 70th Street Turn Lanes Project
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE EXTENSION
1 MOBILIZATION 1 LS 3,550.00$ 3,550.00$ 1 3,550.00$
2 REMOVE BITUMINOUS PAVEMENT (STREETS)78 SY 9.00$ 702.00$ 78 702.00$
3 REMOVE CONCRETE PAVEMENT (PED RAMP & WALK)18 SY 7.60$ 136.80$ 30 228.00$
4 SAWING CONCRETE PAVEMENT (FULL DEPTH)5 LF 5.25$ 26.25$ 5 26.25$
5 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)390 LF 3.00$ 1,170.00$ 390 1,170.00$
6 REMOVE CONCRETE CURB AND GUTTER 306 LF 4.80$ 1,468.80$ 317 1,521.60$
7 COMMON BORROW (LV) - FILL VOLUME 293 CY 12.00$ 3,516.00$ 25.5 306.00$
8 EXCAVATION - COMMON (EV) - CUT VOLUME 370 CY 17.55$ 6,493.50$ 404 7,090.20$
9 AGGREGATE BASE CLASS 5 (LV)188 TON 32.35$ 6,081.80$ 273 8,831.55$
10 AGGREGATE BASE CLASS 3 OR 4 (LV)416 TON 22.95$ 9,547.20$ 491.33 11,276.02$
11 MILL BITUMINOUS SURFACE (1.5"X 18")89.2 SY 8.50$ 758.20$ 89.2 758.20$
12 BITUMINOUS MATERIAL FOR TACK COAT 17.9 GAL 4.00$ 71.60$ -$
13 TYPE SP 12.5 WEAR COURSE MIXTURE (SPWEA240B) - TRAIL ONLY 0.5 TON 600.00$ 300.00$ -$
14 TYPE SP 12.5 NON WEAR COURSE MIXTURE (SPNWB330B)93 TON 120.00$ 11,160.00$ 108.07 12,968.40$
15 15" RC PIPE (SAFETY) APRON 1 EACH 1,735.82$ 1,735.82$ 1 1,735.82$
16 4" PERFORATED PIPE DRAIN 10 LF 29.93$ 299.30$ 10 299.30$
17 15" RC PIPE SEWER DESIGN 3006 CL V (ALL DEPTHS)177 LF 74.82$ 13,243.14$ 170 12,719.40$
18 ADJUST CONCRETE STRUCTURES TO NEW FINISH GRADES 1 EACH 1,078.44$ 1,078.44$ 1 1,078.44$
19 NEW CASTINGS AND ADJUST TO FINISH GRADES (R1733)1 EACH 872.04$ 872.04$ 1 872.04$
20 CONNECT TO EXISTING STRUCTURE 1 EACH 1,960.80$ 1,960.80$ 1 1,960.80$
21 CONCRETE CURB & GUTTER DESIGN B418 304 LF 36.12$ 10,980.48$ 317 11,450.04$
22 6" CONCRETE (PED RAMP AND SIDEWALK)184 SF 9.29$ 1,709.36$ 262 2,433.98$
23 TRUNCATED DOMES 30 SF 103.20$ 3,096.00$ 30 3,096.00$
24 TRAFFIC CONTROL 1 LS 2,500.00$ 2,500.00$ 1 2,500.00$
25 CULVERT/INLET PROTECTION 1 EACH 256.97$ 256.97$ 1 256.97$
26 TURF ESTABLISHMENT (SEED, FERTILIZE, EC BLANKET - NETLESS)0.12 AC 9,800.00$ 1,176.00$ 0.5 4,900.00$
83,890.50$ 91,731.01$
ITEM
NO.ITEM DESCRIPTION
ESTIMATED
QUANTITY UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE EXTENSION
1 TRAIL RECLAIM SY 5.00$ 236 1,180.00$
2 BLACK DIRT CY 50.00$ 33.6 1,680.00$
3 TYPE SP 12.5 WEAR COURSE MIXTURE (SPWEA240B) - TRAIL ONLY TON 135.00$ 38 5,130.00$
-$ 7,990.00$
Total Quote Schedule + Work Order 99,721.01$
Quote Schedule
Total Quote Schedule
Work Order No. 1
Total Work Order
Page 1 OT3004 - Pay Estimate.xlsx
STATE AID FOR LOCAL TRANSPORTATION Rev .July 2010
WORK ORDER FOR MINOR EXTRA WORK Page 1 of 1
Martin Farms Avenue and 70th Street Turn Lanes Project WO No. 1
Project Location: Martin Farms Avenue and 70th Street Turn Lanes
Local Agency: City of Otsego Local Project No.
Contractor: Omann Contracting Companies Contract No.
Address/City/State/Zip: 6551 Labeaux Ave NE, Albertville, MN 55301
Total Work Order Amount $ $7,990.00
In accordance with the terms of this Contract, you are hereby authorized and instructed
to perform the work as altered by the following provisions.
Item #1
Trail reclaim was required as the existing trail was sloped toward the south (CSAH 38).
The ditch located to the south of the trail was filled for the purposes of providing a turn
lane and storm sewer; approximately 200’ of trail would have trapped water. Reclaiming
and sloping to the north prevented that.
Item #2
Black dirt was added to areas along the trail that had little to no topsoil available for
salvage. Material was brought in so grass could establish.
Item #3
The Engineer and Contractor negotiated an adjusted price per ton for trail wear course
with the change in quantity from 0.5 tons to 38 tons. The price change was from $600/ton
to $135/ton.
Work Order No. 1
Estimate Of Cost: (Include any increases or decreases in contract items, any negotiated or force account items.)
Item
No.Spec No. Description Unit Unit Price
+ or –
Quantity
+ or –
Amount $
1 2215 Trail Reclaim SY $5.00 236 $1,180.00
2 2105 Black Dirt CY $50.00 33.6 $1,680.00
3 2360 Type SP 12.5 Wear
Course Mixture TON $135.00 38 $5,130.00
Net Change this Work Order $7,990.00
Due to this change, the contract time: (check one)
( x ) Is NOT changed ( ) May be revised as provided in Mn/DOT Specification 1806
( ) Is Increased by _____ Working Days
( ) Is Decreased by _____ Working Days
( ) Is Increased by _____ Calendar Days
( ) Is Decreased by _____ Calendar Days
Approved by Project Engineer: _______________________________ Date: _____________
Print Name: ____Ronald Wagner___________________________ Phone: _763-427-5860 __
Approved by Contractor: ___________________________________ Date: _____________
Print Name: _______________________________________ Phone: __________________
July 5, 2023