4.3 SR 10-21-2024The Elk River Vision
A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community
engagement that encourages and inspires prosperity
Request for Action
To
City Council
Item Number
4.3
Meeting Date
October 21, 2024
Prepared By
Ryan Sandhoefner, Engineering Project Manager
Item Description
Pay Estimates
Reviewed by
Justin Femrite
Lori Stich
Joe Stremcha
Cal Portner
Tina Allard
Action Requested
Approve, by motion, the pay estimate detailed below.
Background/Discussion
The following pay estimates have been reviewed and found to be accurate and in accordance with approved
contracts.
Financial Impact
Project Pay Estimate # Contractor Amount
Mega Loop Trail
Improvements
1 Veit & Company, Inc. $265,841.09
Mission/Policy/Goal
Responsible for every dollar - good stewards
Attachments
1. Pay App 1 - Veit & Company, Inc.
Page 36 of 294
Page 37 of 294
Contractor's Application for Payment
0R1.129679
SP 204-090-005
1 From 08/27/24 to 09/27/24
A C D E F F1 F2 G H I J
Item
Quantity Units
Unit Price
($)
Value of Bid Item
(C X E)
($)
Quantity
Previous
Estimate
Value Previous
Estimate
Estimated
Quantity
Incorporated in
the Work
Value of Work
Completed to
Date
(E X G)
($)
1 1.00 L S 66,300.00 66,300.00 0.50 33,150.00 33,150.00
2 15.00 E A 339.00 5,085.00 15.00 5,085.00 5,085.00
3 19.00 E A 51.00 969.00 20.00 1,020.00 1,020.00
4 4.00 E A 281.00 1,124.00 2.00 562.00 562.00
5 37.00 L F 30.25 1,119.25 21.00 635.25 635.25
6 227.00 L F 22.25 5,050.75 125.00 2,781.25 2,781.25
7 46.00 S Y 27.75 1,276.50 44.00 1,221.00 1,221.00
8 229.00 S Y 8.00 1,832.00 60.00 480.00 480.00
9 20.00 L F 63.50 1,270.00 - - -
10 2,699.00 CY 24.00 64,776.00 2,453.00 58,872.00 58,872.00
11 2,025.00 C Y 7.97 16,139.25 1,149.00 9,157.53 9,157.53
12 204.00 C Y 71.50 14,586.00 - - -
13 204.00 C Y 2.30 469.20 - - -
14 4,267.00 C Y 7.90 33,709.30 2,968.00 23,447.20 23,447.20
15 42.00 C Y 139.00 5,838.00 - - -
16 206.00 TON 61.00 12,566.00 - - -
17 1,884.00 C Y 40.50 76,302.00 1,047.00 42,403.50 42,403.50
18 1,783.00 TON 97.50 173,842.50 - - -
19 540.00 S F 55.50 29,970.00 - - -
20 4.00 E A 202.00 808.00 2.00 404.00 404.00
21 4.00 E A 2,450.00 9,800.00 - - -
22 4.00 E A 2,660.00 10,640.00 4.00 10,640.00 10,640.00
23 132.00 L F 65.50 8,646.00 8.00 524.00 524.00
24 163.00 L F 78.50 12,795.50 112.00 8,792.00 8,792.00
25 10.00 L F 269.00 2,690.00 4.00 1,076.00 1,076.00
26 24.00 L F 548.00 13,152.00 - - -
27 4.00 E A 808.00 3,232.00 2.00 1,616.00 1,616.00
28 6.00 L F 942.00 5,652.00 - - -
29 3.00 E A 2,390.00 7,170.00 4.00 9,560.00 9,560.00
EXCAVATION - COMMON (EV)
STABILIZING AGGREGATE (CV)
SUBGRADE EXCAVATION (EV)
REMOVE PIPE CULVERTS
REMOVE CONCRETE PAVEMENT
Work Completed
Materials
Currently
Stored (not in
G)
($)
Work Completed
and Materials
Stored to Date
(H + I)
($)
Contract Information
Bid Item
No.
Previous Estimate
SALVAGE SIGN
SALVAGE CONCRETE APRON
COMMON EMBANKMENT (CV)
Progress Estimate - Unit Price Work
Owner:City of Elk River
Bolton & Menk, Inc.
Veit & Company, Inc.
Mega Loop Trail Improvements
Owner's Project No.:
Engineer's Project No.:
Contractor's Project No.:
Agency's Project No.:
Application Period:Application No.:
Engineer:
Contractor:
Project:
Contract:
09/27/24Application Date:
B
18" RC PIPE SEWER DES 3006 CL V
54" RC PIPE SEWER DES 3006 CL V
CONNECT TO EXISTING STORM SEWER
CONST DRAINAGE STRUCTURE DESIGN H
ADJUST DRAINAGE STRUCTURE
REMOVE BITUMINOUS PAVEMENT
REMOVE CONCRETE PIPE
INSTALL CONCRETE APRON
12" RC PIPE APRON (WITH TRASH GUARD)
15" RC PIPE APRON (WITH TRASH GUARD)
12" RC PIPE SEWER DES 3006 CL V
15" RC PIPE SEWER DES 3006 CL V
AGGREGATE SURFACING CLASS 2 (CV)
AGGREGATE SURFACING SPECIAL (CV)
AGGREGATE BASE CLASS 5 (CV)
TYPE SP 9.5 WEARING COURSE MIX (2,B)
MODULAR BLOCK RETAINING WALL
EXCAVATION SPECIAL (6" TOPSOIL STRIP)(EV)
Original Contract
MOBILIZATION
GRUBBING
Description
REMOVE CURB & GUTTER
Unit Price
EJCDC C-620 Contractor's Application for Payment
(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 2
Page 38 of 294
Contractor's Application for Payment
0R1.129679
SP 204-090-005
1 From 08/27/24 to 09/27/24
A C D E F F1 F2 G H I J
Item
Quantity Units
Unit Price
($)
Value of Bid Item
(C X E)
($)
Quantity
Previous
Estimate
Value Previous
Estimate
Estimated
Quantity
Incorporated in
the Work
Value of Work
Completed to
Date
(E X G)
($)
Work Completed
Materials
Currently
Stored (not in
G)
($)
Work Completed
and Materials
Stored to Date
(H + I)
($)
Contract Information
Bid Item
No.
Previous Estimate
Progress Estimate - Unit Price Work
Owner:City of Elk River
Bolton & Menk, Inc.
Veit & Company, Inc.
Mega Loop Trail Improvements
Owner's Project No.:
Engineer's Project No.:
Contractor's Project No.:
Agency's Project No.:
Application Period:Application No.:
Engineer:
Contractor:
Project:
Contract:
09/27/24Application Date:
B
Description
30 516.00 C Y 104.00 53,664.00 327.00 34,008.00 34,008.00
31 835.00 S F 32.25 26,928.75 - - -
32 181.00 L F 59.50 10,769.50 - - -
33 159.00 S F 88.50 14,071.50 - - -
34 2.00 E A 339.00 678.00 - - -
35 2.00 E A 169.00 338.00 - - -
36 1.00 L S 8,980.00 8,980.00 0.50 4,490.00 4,490.00
37 19.00 E A 254.00 4,826.00 - - -
38 3.00 H R 452.00 1,356.00 15.50 7,006.00 7,006.00
39 5.00 E A 222.00 1,110.00 - - -
40 10,428.00 L F 2.70 28,155.60 7,060.00 19,062.00 19,062.00
41 300.00 L F 3.00 900.00 1,280.00 3,840.00 3,840.00
42 4.70 ACRE 576.00 2,707.20 - - -
43 1,645.00 L B 1.40 2,303.00 - - -
44 5,096.00 S Y 2.10 10,701.60 - - -
45 4.70 ACRE 350.00 1,645.00 - - -
46 10,518.00 L B 1.50 15,777.00 - - -
47 900.00 L B 4.60 4,140.00 - - -
48 9.00 L B 56.50 508.50 - - -
49 52.00 L F 12.50 650.00 - - -
50 300.00 S F 9.00 2,700.00 - - -
- - - - - -
779,719.90$ -$ 279,832.73$ -$ 279,832.73$ Original Contract Totals
RELOCATE MAIL BOX
CROSSWALK MULTI-COMPONENT
SEEDING
HYDRAULIC BONDED FIBER MATRIX
SEED MIXTURE 25-151
SEED MIXTURE 32-242A
24" SOLID LINE MULTI-COMPONENT
SILT FENCE, TYPE MS
SEDIMENT CONTROL LOG TYPE WOOD FIBER
SOIL BED PREPARATION
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION, CAT 25
MAILBOX SUPPORT
TRAFFIC CONTROL
INSTALL SIGN
PRUNE TREES
STORM DRAIN INLET PROTECTION
RANDOM RIPRAP CLASS III
6" CONCRETE WALK
CONCRETE CURB & GUTTER DESIGN B618
TRUNCATED DOMES
Unit Price
EJCDC C-620 Contractor's Application for Payment
(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.2 of 2
Page 39 of 294