ITEM 6.1 Pay Estimate #10 RL Larson Excavating40
OtsTY F o
MINNESOTA.�
DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT
REQUESTOR:
MEETING DATE:
Public Works
City Engineer Wagner
January 13, 2020
PRESENTER(s)
REVIEWED BY:
ITEM #:
City Engineer Wagner
City Administrator/Finance Director Flaherty
6.1
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 recommends City Council approval of Pay Estimate #10 to RL Larson Excavating, Inc.
ARE YOU SEEKING APPROVAL OF A CONTRACT?
lS A PUBLIC HEARING REQUIRED?
No
No
BACKGROUND/JUSTIFICATION:
Pay Estimate #10 includes partial payment for Change Order #5, an increase in the amount of $194,487.60:
Extra Draintile Work = $29,589.00
Existing draintile was anticipated and shown on the Plans where it could be determined during design with
the goal of maintaining the existing drainage flows and patterns. A number of additional existing draintiles
were discovered during construction that were either removed (when appropriate), connected to the new
storm sewer system, or reconnected to the existing draintile system. Change Order #5 pays the contractor
for the additional lengths and sizes of draintile not shown on the plans as well as the number of
connections made for the additional draintiles discovered. Existing unit prices were used for all existing
pipe removals and new 4" and 8" draintile placed and these items are not part of the change order. Where
no existing contract price existed, (i.e. the additional 6" and 12" draintile pipe as well as the field
connections and connections to the storm sewer new manholes), negotiated unit prices were agreed upon
with the Contractor.
A few storm sewer structures required adjustments as draintile was discovered or finish grading was
completed.
Extra Topsoil Depth = $161,885.90
Additional suitable fill (19,174 CY of Common Borrow) was needed to construct the project. Design
quantities depicted an excess of material for the site with only a small amount (1,000 CY) of Common
Borrow potentially needed. Additional material, unsuitable for placing within the road bed, was
encountered across the site. The majority of the excess unsuitable soil was due to thicker topsoil than was
determined by the soil borings. The soil borings were completed approximately every 500 feet during the
design phase of the project and consistently showed approximately 12" of topsoil. When the topsoil was
stripped in the field it averaged closer to 14" to 18" thick. Seventeen of the soil borings were within
existing farmed fields where exact topsoil thickness can be difficult to determine as ground level undulates
with the row crops and topsoil and subsurface materials are tilled and mixed on a regular basis during
farming. Additional material was also rendered unsuitable due to the wet weather and the inability to dry
material to be used as road embankment. This excess unsuitable material resulted in needing an additional
19,174 CY of Common Borrow as well as needing to haul away 14,135 CY of excess material. The
contractor has requested that the unit price for the Common Borrow exceeding 125% of the contract
amount be paid at a unit price different than the original contract price. Per the contract, items that
exceeds +25% of the contract quantity may be renegotiated. The contractor has requested a unit price of
$6.60/ CY instead of the contract price of $4.00/CY. Costs for trucking the material was exasperated due to
no existing suitable routes to move the material across the site. The contractor was not allowed to haul
down existing City streets (Mason Ave) and the new 85th Street subgrade was too wet and soft from the
continuous rain to haul on using normal means. Hakanson Anderson has reviewed this unit cost increase
and believe this is a fair price for the material and work involved for delivering and placing the material. In
comparison the average unit price for Common Borrow per MnDOT in 2017-2018 was $20.00 CY. The Haul
& Dispose of the excess material unit price will not be adjusted but the extra quantity has been added to
the Change Order #5. The final Haul & Dispose Excess Material quantity will not be paid until the work is
completed in 2020.
Miscellaneous Items = $3,012.70
Deductions for 7 failing density tests on the wear course pavement. MnDOT Standard Specifications 2360
for Plant Mixed Asphalt Pavement provides for reduced payment for bituminous pavement not meeting
minimum densities. These tables indicate that the Contractor shall receive reduced payments in the
amount of $5,694.38 for wear course pavement.
An 18" hydrant extension was required on an existing hydrant that was installed with the Otsego E-8
School interim lift station project. The contractor is being paid $1,200 for this extension which is a fair
price based on other projects.
There was 756 feet of 2" and 6" conduit placed beneath the road and trails to supply power to the lights at
both roundabouts. The conduits were supplied by Wright -Hennepin (at their cost) but installed by the
Contractor, RL Larson. The unit price per lineal foot is an average price from conduits installed in
developments over the last 2 years.
SUPPORTING DOCUMENTS ATTACHED:
• Change Order #5
• Pay Estimate #10
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to approve Pay Estimate #10 in the amount of $98,782.83 to RL Larson Excavating, Inc. for work
completed on the 85th Street and Maciver Avenue Improvement Project.
BUDGET INFORMATION
FUNDING:
BUDGETED:
403-Municipal State Aid for Construction
Yes
408-Otsego Creel<Trunk Storm Water
601-Water Utility
602-Sanitary Sewer Utility
M1 STATE AID FOR LOCAL TRANSPORTATION Rev. February2018
RANSIO`"'°' CHANGE ORDER
SAP(s) 217-102-009 & 217-113401 MN Project No.: Change Order No. 5
Project Location
851h Street and Maclver Avenue, Otsego, MN
Local Agency
City of Otsego
Local Project No.
17-03
Contractor
R.L. Larson Excavating
Contract No.
Address/City/State/Zip
2255 12'h Street SE, St. Cloud, MN 56304
Total Change Order Amount $ $194,487.60
Existing draintile was anticipated and shown on the Plans where it could be determined during
design with the goal of maintaining the existing drainage flows and patterns. A number of
additional existing draintiles were discovered during construction that were either removed
(when appropriate), connected to the new storm sewer system, or reconnected to the existing
draintile system. The Engineer and Contractor measured and computed the additional lengths
and sizes of draintile needed as well as the number of connections made for the additional
draintiles discovered. Existing unit prices were used for all 4" and 8" draintile placed.
Negotiated unit prices were agreed upon with the Contractor to pay for the additional 6" and 12"
draintile pipe as well as the field connections and connections to the storm sewer new
manholes. A few sewer structures required adjustments as draintile was discovered or finish
grading was completed which is being paid for as a Lump Sum. A detailed tabulation of the
extra work is located in the Engineer's Project File
Per the contract, items that exceeds +25% of the contract quantity may be renegotiated.
Additional suitable fill was necessary to construct the project as designed. Design quantities
depicted an excess of material for the site and only a small amount (1000 CY) of Common
Borrow was estimated to be needed. Additional unsuitable material was encounter across the
site as topsoil was thicker than determined by the soil borings. More material was also
rendered unsuitable due to the wet weather and the inability to dry material to be used as road
embankment. This excess unsuitable material resulted in needing and additional 19,174 CY of
Common Borrow as well as needing to haul away 14,134 CY of excess material. The contractor
has requested that the unit price for the Common Borrow exceeding 125% of the contract
amount (i.e. more than 1,250 CY) be paid at a unit price of $6.60/ CY instead of the contract
price of $4.00/CY. Additional cost for the material is to cover fees paid to the property owner for
the material and increase in cost for trucking of material due to no existing haul route available
and cutting across the construction site required additional time with the wet subgrades. The
Haul & Dispose of the excess material unit price will not be adjusted. MISCELLANIOUS
Bituminous lot densities were tested per MnDOT 2360.D. and failures were present. Table
2360-22 of Special Provisions 2360 and Table 2360-23 of MnDOT Standard Specifications
2360, Plant Mixed Asphalt Pavement provides for reduced payment for bituminous pavement
not meeting minimum densities. The above -mentioned tables indicate that the Contractor shall
receive reduced payments in the amount of $5,694.38 for wear course pavement. The
bituminous coring testing results and tabulation of deductions are located in the Engineer's
Project File.
An 18" hydrant extension was required to bring an existing hydrant along Maciver Avenue up to
new finished ground.
Conduits were installed at various locations so power lines for street lights could cross streets
and/or trails after final grading has occurred. The conduits were supplied by Wright -Hennepin
Page 1 of 2
M STATE AID FOR LOCAL TRANSPORTATION
ANSIC- A �I
7wCHANGE ORDER
ART
11TN,.
Rev. February 2018
SAP(s) 217-102-009 & 217-113-001 1 MN Project No.: I Change Order No. 5
Electric but were installed by R.L. Larson. This method is preferred to having Wright -Hennepin
Electric installing the conduits as their subcontractors would not be able to provide the required
density and compaction efforts and installation coordination would be difficult.
Estimate Of Cost: (Include any increases or decreases in contract items, any negotiated or force account items.)
Item Spec. + or — + or —
No. No. Description Unit Unit Price Quantity Amount $
EXTRA DRAINTILE WORK
1
2502.503
6" PVC Pipe Drain
LF
$11.00
24
$264.00
2
2502.503
12" PVC Pipe Drain
LF
$40.00
499
$19,960.00
3
Draintile Connection at Manhole
EA
$120.00
11
$1,320.00
4
Connect to Existing Field Draintile
EA
$500.00
11
$5,500.00
5
Misc. Storm Structure Adjustments
LS
$2,545.00
1
$2,545.00
$29,689.00
EXTRA TOPSOIL DEPTH
6
2105.507
Common Borrow (LV)
CY
$6.60
19,174
$126,548.40
7
2105.607
Haul & Dispose Excess Material (LV)
CY
$2.50
14,135
$35,337.50
$161,885.90
MISCELLANEOUS
8
2360.509
Type SP 9.5 Wearing Course Mixture (3,C)
— Density Deduction
LS
-$5,694.38
1
($5,694.38)
9
2611
18" Hydrant Extension
EA
$1,200.00
1
$1,200.00
10
Electrical Conduit Installation
LF
1 $9.93
756
$7,507.08
$3,012.70
Net Change this Change Order
$194,487.60
Approved by Project Engineer:
Print Name:
Approved by Contractor:
Print Name:
Date:
Phone:
Date:
Phone:
DSAE Portion: The State of Minnesota is not a participant in this contract. Signature by the
District State Aid Engineer is for FUNDING PURPOSES ONLY and for compliance with State
and Federal Aid Rules/Policy. Eligibility does not guarantee funds will be available.
This work is eligible for: — Federal Funding
District State Aid Engineer:
_ State Aid Funding _ Local funds
Date:
PAY ESTIMATE #10 - DRAFT
CITY OF OTSEGO
85thStreet and MaciverAvenue Improvements
Project 17-03
S.A.P.217-102-009 and S.A.P.217-113-001
December 23, 2019
Honorable Mayor & City Council
City of Otsego
13400 90th Street
Otsego, MN 55330
RE: 85th Street and Maciver Avenue Improvement Project, Improvement Project 17-03
SAP 217-102-009 and 217-113-001
Contractor: RL Larson Excavating, Inc.
Contract Amount: $5,199,858.37
Award Date: June 10, 2018
Completion Date: August 15, 2019
Dear Honorable Mayor and Council Members:
The following work has been completed on the above -referenced project by RL Larson Excavating, Inc.
ITEM
NO.
SPEC.
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
1
2021.501
Mobilization
0.81
LS
$185.000.00
$ 149,850.00
0.61
$ 149,850.00
2
2101.505
lClearing
7.14
ACRE
$3,675.00
$ 26.239.50
7.98
$ 29,326.50
3
2101.505
Grubbing
7.14
ACRE
$3,400.00
$ 24,276.00
7.98
$ 27,132.00
4
2104.502
Remove Concrete Structure
5
EACH
$250.00
$ 1,250.00
5
$ 1,250.00
5
2104.502
Remove Sign
6
EACH
$40.00
$ 240.00
6
$ 240.00
6
2104.502
Salvage Casting
5
EACH
$100.00
$ 500.00
4
$ 400.00
7
2104.502
Salvage Sign
4
EACH
$40.00
$ 160.00
4
$
8
2104.503
Remove Curb & Gutter
1983
LF
$2.00
$ 3,966.00
2,153
$ 4,306.00
9
2104.503
Remove Fence
2840
LF
$1.50
$ 4,260.00
6,215
$ 9,322.50
10
2104.503
Remove Pipe Culverts
432
LF
$7.00
$ 3,024.00
304
$ 2,128,00
11
2104.503
Remove Pipe Drain
880
LF
$6.00
$ 5,280.00
1,260
$ 7,560.00
12
2104.503
1 Sawing Bit Pavement (Full Depth)
292
LF
$2.00
$ 584.00
267
$ 534.00
13
2104.504
Remove Bituminous Pavement
765
SY
$4.50
$ 3,442.50
770
$ 3,465.00
14
2105.507
Common Borrow (LV)
1000
CY
$4.00
$ 4,000.00
1,250
$ 5,000.00
15
2105,507
Common Excavation (EV)
130838
CY
$4.00
$ 523,352.00
131,664
$ 526,656.00
16
2105.507
Subgrade Excavation (EV)
6724
CY
$2.35
$ 15,801.40
7,144
$ 16,788.40
17
2105.607
Haul & Dispose Excess Material (LV)
6289
CY
$2.50
$ 15,722.50
6,289.00
$ 15,722.50
18
2105.607
Salvaged Topsoil From Stockpile (LV)
34653
CY
$3.90
$ 135,146.70
27,725
$ 108,127.50
19
2211.509
Aggregate Base Class 3 or 4
47178
TON
$8.00
$ 377,424.00
47,178
$ 377,424.00
20
2211.509
Aggregate Base Class 5 Mod
32761
TON
$12.60
$ 412,788.60
31,163.9
$ 392,665.14
21
2215.504
Full Depth Reclamation
6967
SY
$2.00
$ 13,934.00
7,723
$ 15,446.00
22
2221.509
Shoulder Base Aggregate Class 2
69
TON
$35.00
$ 2,415.00
55.59
$ 1,945.65
23
2232.504
Mill Bituminous Surface (2.0")
42
SY
$30.45
$ 1,278.90
42
$ 1,278.90
24
2357.506
Bituminous Material For Tack Coat
2914
GAL
$2.10
$ 6,119.40
3,160.0
$ 6,636.00
25
2360.509
Type SP 12.5 Non Wear Course Mixture (3,C)
8195
TON
$65.00
$ 532,675.00
7,703.76
$ 600,744.40
26
2360.509
Type SP 12.5 Wearing Course Mixture (2,B) (Trail)
2128
TON
$74.00
$ 157.472.00
1,867.0
$ 138,155.04
27
2360.509
Type SP 9.5 Wearing Course Mixture (3,C)
6556
TON
$74.00
$ 485,144.00
6,533.15
$ 483,453A0
28
2502.502
4" Precast Concrete Headwall
4
EACH
$400.00
$ 1,600.00
$
29
2502.503
4" Perf PVC Pipe Drain
3028
LF
$6.00
$ 18,168.00
2,070
$ 12,420.00
30
2502.503
8" PVC Pipe Drain
400
LF
$15.00
$ 6,000.00
553
$ 8,295.00
31
2521.518
4" Concrete Walk
15744
SF
$3.50
$ 55,104.00
13,122
$ 45,927.00
32
2531.503
Concrete Curb & Gutter Design B418
34971
LF
$11.60
$ 405,663.60
26,711
$ 309,847.60
33
2531.503
Concrete Curb & Gutter Design Sumnountable
628
LF
$14.45
$ 9,074.60
631
$ 9,117.95
34
2531.504
6" Concrete Driveway Pavement
677
SY
$56.00
$ 37,912,00
879.0
$ 49,224.00
35
2531.618
Truncated Domes
120
SF
$59.00
$ 7,080.00
184
$ 10,856.00
36
2640.602
Salvage & Install Mail Box Support
6
EACH
$200.00
$ 1,200.00
5
$ 1,000.00
37
1 2657.603
1 Barbed Wire Fence
950
LF
$6.00
$ 5,700,00
$
38
1 2563.601
TrafricControl
2
LS
$6.450.00
$ 12,900.00
2.00
$ 12,900.00
S:\Municipal\AOTSEGO\396\PAY ESTIMATES\OT396 PE.xisx PE - 1
PAY ESTIMATE #10 - DRAFT
CITY OF OTSEGO
85th Street and Maciver Avenue Improvements
Project 17-03
S.A.P. 217-102-009 and S.A.P. 217-113-001
Rod "A„ . sr.aat. in-fl.-dl
ITEM
NO.
SPEC.
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
39
2564.518
Sign Panels, Type C
472
SF
$47.25
$ 22,302.00
495.5
$ 23,412.38
40
2573.501
Stabilized Construction Exit
1
LS
$9,000.00
$ 9,000.00
1
$ 9,000.00
41
2573.502
Storm Drain Inlet Protection
96
EACH
$125.00
$ 12,000.00
81
$ 10.125.00
42
2573.503
Sediment Control Log Type Straw
145
LF
$3.15
$ 456.75
340
$ 1.071.00
43
1 2573.503
ISM Fence, Type MS
25392
LF
$1.68
$ 42,656.56
21.462
$ 36,056.16
44
2574.508
Fertilizer Type 1
1726
LB
$0.68
$ 1,173.68
900
$ 612.00
45
2575.504
Erosion Control Blanket- Category 3
169.00
SY
$2.10
$ 396.90
7,808
$ 16.396.80
46
2575.505
Seeding
14.4
ACRE
$265.00
$ 3,816.00
10.1
$ 2,676.50
47
2575.508
Seeding Mixture -25-141
751
LB
$4.46
$ 3,349.46
360
$ 1,605.60
48
2575.508
Seeding Mixture -25-151
204
LB
$5.25
$ 1,071.00
50
$ 262.50
49
2575.509
Mulch Material Type 1
29
TON
$280,00
$ 8,120.00
11.7
$ 3,276.00
50
2580.501
Interim Pavement Marking
1
LS
$0.01
$ 0.01
$
51
2582.503
4" Solid Line White - Paint
26179
LF
$0.09
$ 2,356.11
25,800
$ 2,322.00
52
2562.503
4" Solid Line Yellow - Paint
3220
LF
$0.09
$ 289.80
3,261
$ 293.49
53
2582.503
8" Solid Line White - Paint
253
LF
$1.58
$ 399.74
254
$ 401.32
54
2582.503
12" Slop Line White - Paint
125
LF
$3.80
$ 475.00
40
$ 152.00
55
2582.503
24"Solid Line Yellow -Paint
537
LF
$4.00
$ 2,148.00
781
$ 3,124.00
56
2582.503
8" Dotted Line White - Paint
196
LF
$3.15
$ 617.40
90
$ 283.50
57
2582.503
4" Double Solid Line Yellow - Paint
15543
LF
$0.17
$ 2,642.31
14,218
$ 2,417.06
58
2582.518
3'x6' Crosswalk Blocks White - Paint
144
SF
$4.00
$ 576.00
360
$ 1,440.00
59
2582.518
Pavement Message Paint
652
SF
$5.80
$ 3,781.60
433
$ 2,511.40
Total Bid Schedule "A" $ 3,684,378.02 $ 3,402,682.89
Rid Cnharhnra "R" . Rf- Snwnr
ITEM
NO.
SPEC.
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
60
2501.502
18" GS Pipe Apron
1
EACH
$300.00
$ 300.00
1
$ 300.00
61
2501.502
24" GS Pipe Apron
2
EACH
$500.00
$ 1,000.00
2
$ 1,000.00
62
2501.502
12" RC Pipe Apron
2
EACH
$700.00
$ 1,400.00
4
$ 2,800,00
63
2501.502
15" RC Pipe Apron
6
EACH
$700.00
$ 4,200.00
4
$ 2,800,00
64
2501.502
18" RC Pipe Apron
3
EACH
$800.00
$ 2,400.00
4
$ 3,200.00
65
2501.502
21" RC Pipe Apron
3
EACH
$850.00
$ 2,550.00
3
$ 2,550.00
66
2501.502
24" RC Pipe Apron
4
EACH
$900.00
$ 3,600.00
6
$ 5,400.00
67
2501.502
27" RC Pipe Apron
2
EACH
$1,000.00
$ 2,000.00
2
$ 2,000.00
68
2501.502
36" RC Pipe Apron
3
EACH
$1,500.00
$ 4,500.00
3
$ 4,500.00
69
2501.502
72" RC Pipe Apron
2
EACH
$3,200.00
$ 6,400.00
2
$ 6,400.00
70
2501.503
15" RC Pipe Culvert Design 3006 CL III
48
LF
$45.00
$ 2.160.00
48
$ 2,160.00
71
2501.503
36" RC Pipe Culvert Design 3006 CL III
136
LF
$100.00
$ 13,800.00
120
$ 12,000.00
72
2501.503
72" RC Pipe Culvert Design 3006 CL III
138
LF
$320.00
$ 44,160.00
128
$ 40,960.00
73
2501.603
Outlet Structure
31
LF
$665.00
$ 20,748.00
31.00
$ 20,615.00
74
2503.503
12" RC Pipe Sewer Design 3006 CL V
88
LF
$36.50
$ 3,212.00
88
$ 3,212.00
75
2503.503
15" RC Pipe Sewer Design 3006 CL V
5059
LF
$41.30
$ 208.936.70
5,104
$ 210,795.20
76
2503.503
18" RC Pipe Sewer Design 3006 CL V
1661
LF
$44.30
$ 73.582.30
2,226
$ 98,611.80
77
2503.503
21" RC Pipe Sewer Design 3006 CL III
1802
LF
$48,00
$ 86,496.00
1.868
$ 89,664.00
78
2603.503
24" RC Pipe Sewer Design 3006 CL III
869
LF
$59.00
$ 51,271.00
869
$ 51,271.00
79
2503.503
27" RC Pipe Sewer Design 3006 CL III
1837
LF
$69.50
$ 127,671.50
1,149
$ 79,855.50
80
2503.503
30" RC Pipe Sewer Design 3006 CL III
292
LF
$78.30
$ 22,863.60
339
$ 26,543.70
81
2503.503
36" RC Pipe Sewer Design 3006 CL III
114
LF
$105.00
$ 11,970.00
239
$ 25,095.00
82
2503.503
44" Span RC Pipe -Arch Sewer CL III
65
LF
$155.00
$ 10,075.00
65
$ 10,075.00
83
2503.503
18" CP Pipe Sewer
766
LF
$35.50
$ 27.193.00
766
$ 27,193.00
84
2503.5,3
24" CP Pipe Sewer
2057
LF
$64.00
$ 131,648.00
2,057
$ 131,648.00
S:\Munldpa]\AOTSEGO\396\PAY ESTIMATES\OT396 PE.xisx PE-2
PAY ESTIMATE #10 - DRAFT
CITY OF OTSEGO
85th Street and Maciver Avenue Improvements
Project 17-03
S.A.P.217-102-009 and S.A.P.217-113.001
Bid Schedule "B" - Storm Sewer (continued)
ITEM
NO.
SPEC.
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
85
2503.503
27" CP Pipe Sewer
1052
LF
$54.00
$ 56.808.00
1,052
$ 56,608.00
86
2503.503
36" CP Pipe Sewer
1770
LF
$66.50
$ 117,705.00
1,760
$ 117,040.00
87
2506.503
Construct Drainage Structure Design 2'x3'
121
LF
$500.00
$ 60,500.00
125.50
$ 62.750.00
88
2506.503
Construct Drainage Structure Design 48-4020
322
LF
$425.00
$ 136,722,50
325.00
$ 138.125.00
89
2506.503
Construct Drainage Structure Design 60-4020
91
LF
$565.00
$ 51,471.50
91.00
$ 51,415.00
90
2506.503
Construct Drainage Structure Design 72-4020
41.4
LF
$560.00
$ 23,184.00
42.47
1 $ 23,783,20
91
2506.503
Construct Drainage Structure Design 84-4020
26.5
LF
$785.00
$ 20,802.501
26.48
1$ 20,786.80
92
2506,503
Construct Drainage Structure Design H
8.8
LF
$500.00
$ 4,400.001
6.50
1 $ 3,250.00
93
2515.504
Articulated Interlocking Block Open Cell, Type A
295
SY
$60.00
$ 17,700.00
295
1 $ 17,700,00
Total Bid Schedule"B" $ 1,363,430.60 $ 1,362,307.20
ALTERNATE Bid Schedule "C" - Watermain
ITEM
NO.
SPEC.
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED T
DATE
I EXTENSION
94
2021.501
Mobilization (Watennaln)
0.09
LS
$185,000,00
$ 16,650.00
0.09
$ 16,650.00
95
2611
Connect To Existing 16" DIP Watermain
2
EA
$1,250.00
$ 2,500.00
2
$ 2,500.00
96
2611
6" Gate Valve & Box
6
EA
$1,200.00
$ 7,200.00
1
$ 1,200.00
97
2611
8" Gate Valve & Box
9
EA
$1,600.00
$ 14,400.00
1
$ 1,600.00
98
2611
12" Butterfly Valve & Box
1
EA
$2,200.00
$ 2,200.00
$
99
2611
16" Butterfly Valve & Box
15
EA
$3,000.00
$ 45,000.00
2
$ 6,000.00
100
2611
Hydrant
6
EA
$4,200,00
$ 25,200.00
1
$ 4,200.00
101
1 2611
6" Ductile Iron Pipe CL 52
30
LF
$30.00
$ 900.00
6
$ 180.00
102
2611
8" Ductile Iron Pipe CL 52
430
LF
$40.00
$ 17,200.00
48
$ 1,920.00
103
2611
12" Ductile Iron Pipe CL 52
40
LF
$52.00
$ 2,080.00
$
104
2611
16" Ductile Iron Pipe CL 52
4092
LF
$60.00
$ 245,520.00
278
$ 16,680.00
105
2611
16" Ductile Iron Pipe CL 52 (Extra Depth)
560
LF
$66,00
$ 36,960.00
$
106
2611
4" Insulation
192
Sy
$40.00
$ 7,680.00
$
107
2611
Ductile Iron Fittings
7865
LB
$2.60
$ 20,449.00
893
$ 2,321.80
108
1 2611
Testing Watermain
1
LS
$500.00
$ 500.00
1
$ 500.00
Total Bid Schedule "C" $ 444,439.00 $ 63,761.80
Al TFRNATF Rid Schedule "D" - Sanitary Forcemain
ITEM
SPEC.
ESTIMATED
CONTRACT
T T
USED T
NO,
NO.
ITEM DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
DATE
EXTENSION
109
2021.501
Mobilization (Forcemain)
0,07
LS
$185.000.00
$ 12,950.00
0.07
$ 12,950.00
110
2621
Connect To Existing Forcemain
2
EA
$1,500.00
$ 3,000.00
2
$ 3,000.00
111
2621
8" HDPE DR-13.6 Forcemain Pipe - Horizontal Directional
837
LF
Drilling
$48.00
$ 40,176.00
837
$ 40,176.00
112
2621
8" HDPE DR-13.5 Forcemain Pipe
4546
LF
$21,50
$ 97,739.00
920
$ 19,780.00
113
2621
10" HDPE DR-13.5 Forcemain Pipe - Horizontal Directional
837
LF
Drilling
$54.00
$ 45,198.00
837
$ 45,198.00
114
2621
10" HDPE DR-13.5 Forcemain Pipe
4551
LF
$24.00
$ 109,224.00
920
$ 22,080.00
72" Diameter Air Valve Manhole
115
2621
Includes Combination Air Valve, Bali Valve, fittings and
3
EA
labor
$17,500.00
$ 52,500.00
1
1 $ 17,500.00
72" Diameter Cleanout Manhole
116
2621
Includes all DIP pipe, fittings and labor (exterior valves paid
3
EA
separately)
$19,500.00
$ 58,500.00
1
$ 19,500.00
117
2621
Forcemain DIP Fittings
2680
LB
$5.75
$ 15,410.00
808
$ 4,646.00
118
2621
Testing Forcemain
1
LS
$4,000.00
$ 4,000,00
1
$ 4,000.00
119
2611
8" Gate Valve & Box
6
EA
$1,600.00
$ 9,600.00
2
$ 3,200.00
120 1
2611
10" Gate Valve & Box
6
EA
$2,400.00
$ 14,400,00
2
$ 4,800.00
Total Bid Schedule"D" $ 462,697.00 $ 196,830.00
Chnnne Order Kin 1 - Street and Storm Sewer
ITE V
NO.
SPEC.
NO.
ITEM DESCRIPTION
ESTIMATE D
QUANTITY
UNIT
CO TRA T
UNIT PRICE
CONTRACT
TRA T
AMOUNT
D T
DATE
EXTENSION
1
12021.501
IMobilization
1 0.14
1 LS
1 $185,000.001
$ 25,900.001
0.14
1 $ 25.900.00
Change Order No.1 - Street and Storm Sewer
$ 26,900.00 $ 26,900.00
S:\MunidpaMOTSEGO\396\PAY ESTIMATES\OT396 PE.xisx PE-3
PAY ESTIMATE #10 - DRAFT
CITY OF OTSEGO
85th Street and Maciver Avenue Improvements
Project 17-03
S.A.P. 217-102-009 and S.A.P. 217-113-001
Chan Order No 4 - Wn
ITEM
NO.
SPEC.
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED T
DATE
EXTENSION
2
2021.501
Mobilization (Watermain)
-0.08
LS
$185,000.00
$ (14,800.00)
-0.08
$ (14,800.00)
3
2611
Connect To Existing 16" DIP Watermain
0
EA
$1,250.00
$
$
4
2611
6" Gate Valve & Box
-5
EA
$1,200.00
$ (6,000.00)
$ -
5
2611
8" Gate Valve & Box
-6
EA
$1,600.00
$ (12,800.00)
$
6
2611
12" Butterfly Valve & Box
-1
EA
$2,200.00
$ (2,200.00)
$ -
7
2611
16" Butterfly Valve & Box
-12
EA
$3,000.00
$ (36,000.00)
$ -
8
2611
1 Hydrant
-5
EA
$4,200.00
$ (21,000.00)
$ -
9
2611
6" Ductile Iron Pipe CL 52
-25
LF
$30.00
$ (750,00)
$ -
10
2611
8" Ductile Iron Pipe CL 52
-382
LF
$40.00
$ (15,280.00)
$
11
2611
12" Ductile Iron Pipe CL 52
-40
LF
$52.00
$ (2,080.00)
$ -
12
2611
16" Ductile Iron Pipe CL 52
-3802
LF
$60.00
$ (228,120.00)
$ -
13
2611
16" Ductile Iron Pipe CL 52 (Extra Depth)
-560
LF
$66.00
$ (36.960,00)
$
14
2611
4" Insulation
-192
SY
$40.00
$ (7,680.00)
$
15
2611
Ductile Iron Fittings
-7220
LB
$2.60
$ (18,772.00)
$
16
2611
Testing Watermain
0
LS
$500.00
$
$ -
Change Order NoA - Watermain $ (402,442.00)
r`h.- nrrfor Mn 4 -coast+an, c
ITEM�V
SPEC.
ESTIMATED
CONTRACT
CONTRACT
USED T
NO.
NO.
ITEM DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
DATE
EXTENSION
17
2021.501
Mobilization (Forcemain)
-0.03
LS
$185,000.00
$ (5,550.00)
-0.03
$ (5,550.00)
18
2621
Connect To Existing Forcemain
0
EA
$1,500.00
$
$
19
2621
8" HDPE DRA3.5 Forcemain Pipe - Horizontal Directional
0
LF
Drilling
$48.00
$ _
$ _
20
2621
8" HDPE DR-13.5 Forcemain Pipe
-3644
LF
$21.50
$ (78,346.00)
$
2621
10" HDPE DR-13.5 Forcemain Pipe - Horizontal Directional
0
LF
21
Drilling
$54.00
$ -
$ -
22
2621
10" HDPE DR-13.5 Forcemaln Pipe
-3643
LF
$24,00
$ (87,432.00)
$
72" Diameter Air Valve Manhole
23
2621
Includes Combination Air Valve, Ball Valve, fittings and
-2
EA
labor.
$17,500.00
$ (35,000.00)
$ -
72" Diameter Cleanout Manhole
24
2621
Includes all DIP pipe, fittings and labor (exterior valves paid
-2
EA
separately)
$19,500.00
$ (39,000.00)
$ -
25
2621
Forcemain DIP Fittings
-1255
LB
$5.75
$ (7,216.25)
$
26
2621
Testing Forcemaln
0
LS
$4,000.00
$
$ -
27
2611
8" Gale Valve & Box
-4
EA
$1,600.00
$ (6,400.00)
$
28
2611
10" Gale Valve & Box
-4
EA
$2,400.00
$ (9,600.00)
$ -
Change Order No.1-Sanitary Sewer $ (268,644.25) $ (6,660.00)
Total Change Order NoA $ (645,086.26) $ 6,660.00
Change Order No 2
-ITEM
NO.
PEC.
NO.
ITEM DESCRIPTION
E T MATED
QUANTITY
UNIT
O TRACT
UNIT PRICE
O TRA T
AMOUNT
ED T
DATE
EXTENSION
1
2211.509
Aggregate Base Class 5 Mod
-11600
TON
$12.60
$ (146,160.00)
1 $ -
2
2211.509
Aggregate Base Class 5 Mod (City Provided Reclaim Mated
11600
1 TON
1 $9.10
$ 105,560.00
1 10,065
1 $ 91,591.50
Change Order No.2 $ (40,600.00) $ 91,691.60
Channo Order No 3
ITEM
NO,
MnDOT
SPEC.
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
1
2211.509
3" minus Aggregate Base Stabilization (CV) (8" thick)
3760
TON
$25.25
$ 94,940.00
3.745
$ 94,572.87
2
2105.507
Common Excavation (EV) IT' removed)
1900
CY
$4.00
$ 7,600.00
1.900
$ 7,600.00
3
2105.607
Haul & Dispose Excess Material (LV)
2240
CY
$2.501
$ 5,600.00
2,240
$ 5,600.00
Change Order No.3 $ 108,140.00 $ 107,772.87
S:\MunidpaRAOTSEGO\396\PAY ESTIMATES\OT396 PE.xisx PE-4
PAY ESTIMATE #10 - DRAFT
CITY OF OTSEGO
85th Street and Maciver Avenue Improvements
Project 17-03
S.A.P. 217-102-009 and S.A.P.217-113-001
Channa r)rder Nnd
ITEM
NO.
MnDOT
SPEC.
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
1
2105.504
Geotextile Fabric Type 5
1420
SY
$3.25
$ 4,615.00
1,400
$ 4,550.00
2
2105.507
Common Excavation (EV) (12" removed)
470
CY
$4,00
$ 1,880.00
472
$ 1,888.00
3
2105.607
Haul & Dispose Excess Material (LV)
610
CY
$2,501
$ 1,525,00
565
$ 1,412.50
4
2211.509
3" Minus Clear Aggregate Base Stabilization
900
TON
$48.59
$ 43.731.00
552.4
$ 26,841.12
5
2211.509
Aggregate Base Class 3 or 4 (10" thick)
710
TON
$8.00
$ 5,680.00
$
6
4" Precast Concrete Headwall
1
EACH
$400.00$
400,00
$
7
�2102
4" Perf PVC Pipe Drain
120
LF
$6.00
$ 720.00
$
Change Order No.4 $ 68,661.00 $ 34,691.62
Change Order No.5
ITEM
NO.
MnDOT
SPEC.
NO.
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE
CONTRACT
AMOUNT
USED TO
DATE
EXTENSION
1
2502.503
6" PVC Pipe Drain
24
LF
$11.00
$ 264.00
24
$ 264.00
2
2502.503
12" PVC Pipe Drain
499
LF
$40.00
$ 19,960,00
499
$ 19,960.00
3
Draintile Connection at Manhole
11
EACH
$120.00
$ 1.320.00
11
$ 1,320.00
4
Connect to Existing Field Draintile
11
EACH
$500.00
$ 6,500.00
11
$ 5,500.00
5
Misc. Storm Structure Adjustments
1
LS
$2,545.00
$ 2,545.00
1
$ 2,545.00
6
2105.507
Common Borrow (LV)
19174
CY
$6,60
$ 126,548.40
19,174
$ 126,648.40
7
2105.607
Haul & Dispose Excess Material (LV)
14135
CY
$2,50
$ 35,337.50
$
8
2360.509
Type SP 9.5 Wearing Course Mixture (3,C) - Density
Decuctlon
1
LS
$ (5,694.38)
$ (5,694.38)
1
$ (5,694.38)
9
2611
18" Hydrant Extension
1
EA
$1,200.00
$ 1,200.00
1
$ 1,200.00
10
Conduit Crossing Installation
756
LF
$9,93
$ 7,507.08
756
1 $ 7,507.08
Change Order No.5 $ 194,487.60
$ 169,160.10
Bid Schedule "A"
$ 3,684,378.02
$ 3,402,682.89
Bid Schedule "B"
$ 1,353,430.60
$ 1,362,307.20
Bid Schedule "C"
$ 444,439.00
$ 63,751.80
Bid Schedule "D"
$ 462,697.00
$ 196,830.00
Change Order#1
$ (646,086.25)
$ 5,560.00
Change Order#2
$ (40,600.00)
$ 91,691.50
Change Order#3
$ 108,140.00
$ 107,772.87
Change Order#4
$ 58,651.00
$ 34,691.62
Change Order#5
$ 194,487.60
$ 159,150.10
TOTAL
$ 6,620,436.97
$ 6,404,227.97
SAMunicipal\AOTSEGO\396\PAY ESTIMATES\OT396 PE.xisx PE-5
PAY ESTIMATE #10 - DRAFT
CITY OF OTSEGO
85th Street and Maciver Avenue Improvements
Project 17-03
S.A.P.217-102-009 and S.A.P.217-113-001
Total Work Completed to Date
$ 6,404,227.97
LESS 5% RETAINAGE
$ 270,211.40
LESS PAY ESTIMATE #1
$ 654,377.50
LESS PAY ESTIMATE #2
$ 1,048,322.86
LESS PAY ESTIMATE #3
$ 205,349.74
LESS PAY ESTIMATE #4
$ 78,332.39
LESS PAY ESTIMATE #5
$ 633,214.32
LESS PAY ESTIMATE #6
$ 456,886.86
LESS PAY ESTIMATE #7
$ 1,339,610.11
LESS PAY ESTIMATE #8
$ 604,264.72
LESS PAY ESTIMATE #9
$ 114,886.25
WE RECOMMEND PAYMENT OF:
$ 98,782.83
APPROVALS:
CONTRACTOR: RL LARSON EXCAVATING, INC.
Certification by Contractor: I certify that all items and amounts are correct for the work completed to dale.
Title: Date
ENGINEER: HAKANSON ANDERSON
Certification by Engineer: We recommend payment for work and quantities as shown.
OWNER: CITY OF OTSEGO
Signed:
S:\Munic(pal\A0TSEG0\396\PAY ESTIMATES\OT396 PE.xlsx PE-6