4.7 SR 02-07-2022it ci
Elk*
River
Mequest for Action
To
Item Number
Mayor and Ci Council
4.7
Agenda Section
Meeting Date
Prepared by
Consent
February 7, 2022
Ryan Sandhoefner, Engineer 1
Item Description
Reviewed by
Pay Estimate Correction
Justin Femrite P.E., Public Works Director
Reviewed by
Cal Portner, City Administrator
Action Requested
Approve, by motion, the pay estimate detailed below.
Background/Discussion
The following pay estimate has been reviewed and found to be accurate and in accordance with approved contracts.
The pay estimate on the January 18, 2022, agenda included this pay request, but the amount was incorrect and was not
paid. This number has been updated and will be the final payment for this contract.
Financial Impact
PROJECT Pay Est. # Contractor
2021 Street Improvements 7 — Final North Valley, Inc
Mission/Policy/Goal
Opportunity to live, work, and play.
Attachments
■ Pay Estimate 7 — North Valley, Inc.
Amount
$84,272.58
The Elk River Vision P O I E R E U s Y
A welcoming community with revolutionary and spirited resourcefulness, exceptional [NATURE]
service, and community engagement that encourages and inspires prosperity. Updated. August 2020
Contractor's Application for Final Payment
Owner: City of Elk River Owner's Project No.: R13.121582
Engineer: Jason W. Cook, P.E. Engineer's Project No.: R13.121582
Contractor: North Valley Inc. Other Project No.:
Project: 2021 Street Improvements
Contract:
Application No.: 7 - Final Application Date: 11/30/2021
Application Period: From 10/13/2021 to 11/30/2021
1. Original Contract Price $ 4,764,032.23
2. Net change by Change Orders $ 588,309.33
3. Current Contract Price (Line 1 + Line 2) $ 5,352,341.56
4. Total Work completed and materials stored to date
(Sum of Column G Lump Sum Total and Column 1 Unit Price Total) $ 5,080,283.29
5. Retainage
a. 0% X $ 5,080,283.29 Work Completed $ -
b. X $ - Stored Materials $
c. Total Retainage (Line 5.a + Line 5.b) $
6. Amount eligible to date (Line 4 - Line 5.c) $ 5,080,283.29
7. Less previous payments (Line 6 from prior application) $ 4,996,010.71
8. Amount due this application $ 84,272.58
Contractor's Certification
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; and
(4) The provisions of M. S. 290.92 have been complied with and that all claims against me by reason of the Contract have been
paid or satisfactorily secured.
Contractor: North Valley, In
Signature: Date: 1 /25/2022
Name: Leslie A. Bloom Title: President
Recommended by Engineer Approved by Owner
By: Imo^^ �✓l— By:
Name: Jason W. Cook, PE Name:
Title: Project Manager, Bolton & Menk Inc Title: Chief Engineer
Date: 1/26/2022 Date: _ _1- 2 8 - 2 2
CODE: 401-4-8080-4530
EJCDC C-620 Contractor's Application for Payment
(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.
Contractor's Application for Final Payment
Owner: City of Elk River Owner's Project No.: R13.121582
Engineer: Jason W. Cook, P.E. Engineer's Project No.: R13.121582
Contractor: North Valley Inc. Contractor's Project No.:
Project: 2021 Street Improvements
Contract:
Application No.: 7 - Final Application Period: From 10/30/21 to 11/30/21 Application Date: 11/30/21
A
B
C D E F
G H
I
J
K
L
Bid Item No.
Description
Contract
Information
Work
Completed
Materials
Currently Stored
(not in G)
($)
Work Completed and
Materials Stored to
Date
(H + 1)
($)
%of
Value of
Item
(J / F)
(%)
Difference from Bid (F -J)
($)
Item quantity
Units
Unit Price
($)
Value of Bid Item
(C X E)
($)
Estimated
quantity
Incorporated in
the Work
Value of Work
Completed to Date
(E X G)
($)
Original Contract
1
MOBILIZATION
1.00
LUMP SUM
177,588.57
177,588.57
1.00
177,588.57
177,588.57
100%
2
CLEARING
8.00
TREE
374.51
2,996.08
17.00
6,366.67
6,366.67
213%
(3,370.59)
3
GRUBBING
8.00
TREE
535.01
4,280.08
17.00
9,095.17
9,095.17
213%
(4,815.09)
4
REMOVE MANHOLE
2.00
EACH
948.78
1,897.56
2.00
1,897.56
1,897.56
100%
5
ABANDON MANHOLE
4.00
EACH
457.25
1,829.00
4.00
1,829.00
1,829.00
100%
6
REMOVE CURB & GUTTER
4,498.00
LIN FT
7.05
31,710.90
5,128.00
36,152.40
36,152.40
114%
(4,441.50)
7
REMOVE BITUMINOUS CURB
3,103.00
LIN FT
2.50
7,757.50
3,614.00
9,035.00
9,035.00
116%
(1,277.50)
8
REMOVE PIPE SEWERS
60.00
LIN FT
25.72
1,543.20
60.00
1,543.20
1,543.20
100%
9
REMOVE BITUMINOUS PAVEMENT
63,055.00
SO YD
1.58
99,626.90
63,402.00
100,175.16
100,175.16
101%
(548.26)
10
REMOVE CONCRETE PAVEMENT
31,147.00
SO FT
1.05
32,704.35
22,131.00
23,237.55
23,237.55
71%
9,466.80
11
RELOCATE SPRINKLER SYSTEM (PER HEAD)
71.00
EACH
53.50
3,798.50
117.00
6,259.50
6,259.50
165%
(2,461.00)
12
COMMON EXCAVATION (P)
5,455.00
CU YD
15.41
84,061.55
5,495.00
84,677.95
84,677.95
101%
(616.40)
13
SUBGRADE EXCAVATION (EV)
800.00
CU YD
23.29
18,632.00
1,862.03
43,366.68
43,366.68
233%
(24,734.68)
14
SELECT GRANULAR BORROW (CV)
800.00
CU YD
25.94
20,752.00
1,646.00
42,697.24
42,697.24
206%
(21,945.24)
15
SALVAGED AGGREGATE FROM STOCKPILE (CV)
864.00
CU YD
19.35
16,718.40
1,112.00
21,517.20
21,517.20
129%
(4,798.80)
16
AGGREGATE SURFACING (CV) CLASS 2
131.00
CU YD
74.96
9,819.76
164.27
12,313.68
12,313.68
125%
(2,493.92)
17
FULL DEPTH RECLAMATION (9.5")
4,917.00
SO YD
1.67
8,211.39
4,985.00
8,324.95
8,324.95
101%
(113.56)
18
FULL DEPTH RECLAMATION (12")
33,844.00
SO YD
1.70
57,534.80
32,000.00
54,400.00
54,400.00
95%
3,134.80
19
BITUMINOUS PATCH SPECIAL (DRIVEWAY/TRAIL)
1,299.00
SO YD
38.58
50,115.42
1,552.00
59,876.16
59,876.16
119%
(9,760.74)
20
BITUMINOUS PATCH SPECIAL (STREET)
5,091.00
SO YD
32.81
167,035.71
3,914.19
128,424.57
128,424.57
77%
38,611.14
21
MILL BITUMINOUS SURFACE (TAPER 1.25" -0")
81,135.00
LIN FT
0.77
62,473.95
76,737.00
59,087.49
59,087.49
95%
3,386.46
22
MILL BITUMINOUS SURFACE (1.5")
5,237.00
SO YD
1.25
6,546.25
28,764.00
35,955.00
35,955.00
549%
(29,408.75)
23
TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)
16,784.00
TON
58.58
983,206.72
14,891.51
872,344.66
872,344.66
89%
110,862.06
24
TYPE SP 9.5 WEARING COURSE MIXTURE (4,F)
16,423.00
TON
65.43
1,074,556.89
14,166.46
926,911.48
926,911.48
86%
147,645.41
25
TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C)
4,684.00
TON
56.47
264,505.48
4,521.37
255,321.76
255,321.76
97%
9,183.72
26
TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,C)
9,401.00
TON
58.83
553,060.83
8,715.73
512,746.40
512,746.40
93%
40,314.43
27
CONCRETE FLUME
3.00
EACH
642.01
1,926.03
3.00
1,926.03
1,926.03
100%
28
18" RC PIPE SEWER CLASS V
60.00
LIN FT
97.16
5,829.60
60.00
5,829.60
5,829.60
100%
29
CONNECTTO EXISTING STORM SEWER
2.00
EACH
897.35
1,794.70
2.00
1,794.70
1,794.70
100%
30
CONNECTTO EXISTING SANITARY SEWER
4.00
EACH
1,286.00
5,144.00
4.00
5,144.00
5,144.00
100%
31
FILL&ABANDON PIPE
1,055.00
LIN FT
10.86
11,457.30
1,055.00
11,457.30
11,457.30
100%
32
8" PIPE SEWER -DIRECTIONAL DRILLED
731.00
LIN FT
91.45
66,849.95
691.00
63,191.95
63,191.95
95%
3,658.00
33
ADJUSTVALVE BOX
76.00
EACH
124.74
9,480.24
71.00
8,856.54
8,856.54
93%
623.70
34
ADJUST FRAME & RING CASTING
196.00
EACH
500.62
98,121.52
197.00
98,622.14
98,622.14
101%
(500.62)
35
CASTING ASSEMBLY
20.00
EACH
588.51
11,770.20
23.00
13,535.73
13,535.73
115%
(1,765.53)
36
CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007
47.40
LIN FT
554.41
26,279.03
47.40
26,279.03
26,279.03
100%
37
CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
4.001
LIN FT
645.86
2,583.44
4.00
2,583.44
2,583.44
100%
38
CONSTRUCT8" OUTSIDE DROP
3.70
LIN FT
988.79
3,658.52
3.70
3,658.52
3,658.52
100%
39
4" CONCRETE WALK
8,796.00
SO FT
5.89
51,808.44
8,440.00
49,711.60
49,711.60
96%
2,096.84
40
7" CONCRETE WALK
14,712.00
SO FT
7.49
110,192.88
10,242.00
76,712.58
76,712.58
70%
33,480.30
41
7" CONCRETE DRIVEWAY PAVEMENT
4,913.00
SO FT
7.49
36,798.37
4,080.76
30,564.89
30,564.89
83%
6,233.48
42
CONCRETE CURB & GUTTER DESIGN B412
1,945.00
LIN FT
16.05
31,217.25
1,853.00
29,740.65
29,740.65
95%
1,476.60
43
CONCRETE CURB & GUTTER DESIGN B618
3,804.00
LIN FT
27.82
105,827.28
3,589.00
99,845.98
99,845.98
94%
5,981.30
44
CONCRETE CURB & GUTTER DESIGN SPECIAL
744.00
LIN FT
27.82
20,698.08
420.00
11,684.40
11,684.40
56%
9,013.68
45
7" CONCRETE VALLEY GUTTER
2,726.00
SO FT
7.49
20,417.74
524.00
3,924.76
3,924.761
19%1
16,492.98
46
TRUNCATED DOMES
1,722.00
SO FT
107.00
184,254.00
1,101.00
117,807.00
117,807.00
64%
66,447.00
47
BITUMINOUS CURB
3,103.00
LIN FT
3.75
11,636.25
3,614.00
13,552.50
13,552.50
.6%
(1,916.25)
48
RELOCATE MAILBOX
14.00
EACH
133.75
1,872.50
12.001
1,605.00
1 1,605.00
86%1
267.50
49
LOOP DETECTOR DESIGN NMC
34.00
EACH
1,063.73
36,166.82
34.901
37,124.18
1 37,124.18
103%
(957.36)
EJCDC C-620 Contractor's Application for Payment
Unit Price (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 1 of 4
Contractor's Application for Final Payment
Owner: City of Elk River Owner's Project No.: R13.121582
Engineer: Jason W. Cook, P.E. Engineer's Project No.: R13.121582
Contractor: North Valley Inc. Contractor's Project No.:
Project: 2021 Street Improvements
Contract:
Application No.: 7 - Final Application Period: From 10/30/21 to 11/30/21 Application Date: 11/30/21
A
B
C D E F
G H
I
J
K
L
Bid Item No.
Description
Contract
Information
Work
Completed
Materials
Currently Stored
(not in G)
($)
Work Completed and
Materials Stored to
Date
(H + 1)
($)
%of
Value of
Item
(J / F)
(%)
Difference from Bid (F -J)
($)
Item quantity
Units
Unit Price
($)
Value of Bid Item
(C X E)
($)
Estimated
quantity
Incorporated in
the Work
Value of Work
Completed to Date
(E X G)
($)
50
ITRAFFIC CONTROL
1.00
LUMP SUM
15,515.34
15,515.34
1.00
15,515.34
15,515.34
100%
51
SIGN PANELS TYPE C
30.00
SO FT
53.50
1,605.00
34.00
1,819.00
1,819.00
113%
(214.00)
52
RELOCATE SIGN
2.00
EACH
160.50
321.00
9.00
1,444.50
1,444.50
450%
(1,123.50)
53
STABILIZED CONSTRUCTION EXIT
8.00
LUMP SUM
535.01
4,280.08
5.00
2,675.05
2,675.05
63%
1,605.03
54
STORM DRAIN INLET PROTECTION
85.00
EACH
101.65
8,640.25
189.00
19,211.85
19,211.85
222%
(10,571.60)
55
SILT FENCE, TYPE MS
780.00
LIN FT
3.74
2,917.20
808.00
3,021.92
3,021.92
104%
(104.72)
56
COMMON TOPSOIL BORROW (LV)
1,273.00
CU YD
37.45
47,673.85
1,568.00
58,721.60
58,721.60
123%
(11,047.75)
57
FERTILIZER TYPE 3
1,095.00
POUND
1.00
1,095.00
1,000.00
1,000.00
1,000.00
91%
95.00
58
SEEDING
3.20
ACRE
871.88
2,790.02
4.90
4,272.21
4,272.21
153%
(1,482.19)
59
SEED MIXTURE 25-151
566.00
POUND
7.72
4,369.52
1,019.501
7,870.54
7,870.54
180%
(3,501.02)
60
HYDRAULIC BONDED FIBER MATRIX
10,920.00
POUND
1.67
18,236.40
12,097.00
20,201.99
20,201.99
111%
(1,965.59)
61
LANDSCAPE ROCK
39.00
CU YD
80.25
3,129.75
29.00
2,327.25
2,327.25
74%
802.50
62
4"SOLID LINE MULTI-COMPONENT(WHITE)
17,825.00
LIN FT
0.27
4,812.75
17,962.00
4,849.74
4,849.74
101%
(36.99)
63
4" SOLID LINE MULTI -COMPONENT (YELLOW)
6,105.00
LIN FT
0.27
1,648.35
6,561.00
1,771.47
1,771.47
107%
(123.12)
64
24"SOLID LINE MULTI-COMPONENT(WHITE)
678.00
LIN FT
7.56
5,125.68
733.50
5,545.26
5,545.26
108%
(419.58)
65
4" BROKEN LINE MULTI -COMPONENT (WHITE)
5,470.00
LIN FT
0.27
1,476.90
5,600.00
1,512.00
1,512.00
102%
(35.10)
66
4" BROKEN LINE MULTI -COMPONENT (YELLOW)
2,279.00
1 LIN FT
0.27
615.33
2,691.00
726.57
726.57
118%
(111.24)
67
4" DOUBLE SOLID LINE MULTI -COMPONENT (YELLOW)
11,457.00
LIN FT
0.54
6,186.78
10,548.00
5,695.92
5,695.92
92%
490.86
68
CROSS WALK MULTI-COMPON ENT (WHITE)
5,434.00
SQ FT
4.65
25,268.10
4,422.00
20,562.30
20,562.30
81%
4,705.80
69
IPAVEMENT MESSAGE MULTI -COMPONENT
1,525.00
SO FT
6.28
9,577.00
1,493.001
9,376.04
9,376.04
98%
200.96
Original Contract Totalsl
$ 4,764,032.23
1
1 $ 4,394,418.07
$
$ 4,394,418.07
92%
$ 369,614.16
Change Orders
CO-1.1.1
MOBILIZATION
1.00
LUMP SUM
19,000.00
19,000.00
1.00
19,000.00
19,000.00
100%
CO-1.1.2
REMOVE GATE VALVE & BOX
1.00
EACH
3,465.00
3,465.00
1.00
3,465.00
3,465.00
100%
CO-1.1.3
10" PIPE PLUG
1.00
EACH
550.00
550.00
1.00
550.00
550.00
100%
CO-1.1.4
REMOVE AND REPLACE VALVE BOX
21.00
EACH
2,134.00
44,814.00
24.00
51,216.00
51,216.00
114%
(6,402.00)
CO-1.1.5
ADJUSTVALVE BOX
(22.00)
EACH
124.74
(2,744.28)
(2,744.28)
CO-1.1.6
SEAL DRAINAGE STRUCTURE (CATCH BASIN CHIMNEY SEAL)
14.00
EACH
400.00
5,600.00
23.00
9,200.00
9,200.00
164%
(3,600.00)
CO-1.1.7
SEALDRAINAGE STRUCTURE (MANHOLE CHIMNEY SEAL)
9.00
EACH
400.00
3,600.00
71.00
28,400.00
28,400.00
789%
(24,800.00)
CO-11.8
EXTERIOR PIPE GROUT REPAIR
1 1.001
EACH
850.00
850.00
4.00
3,400.00
3,400.00
400%
(2,550.00)
CO-1.2.1
MOBILIZATION
1.00
LUMP SUM
18,963.00
18,963.00
1.00
18,963.00
18,963.00
100%
-
CO-1.2.2
CLEARING
0.10
ACRE
10,000.00
1,000.00
0.10
1,000.00
1,000.00
100%
CO-1.2.3
GRUBBING
0.10
ACRE
10,000.00
1,000.00
0.10
1,000.00
1,000.00
100%
CO-1.2.4
REMOVE CURB AND GUTTER
35.00
LIN FT
7.05
246.75
205.00
1,445.25
1,445.25
586%
(1,198.50)
CO-1.2.5
COMMON EXCAVATION (P)
400.00
CU YD
15.41
6,164.00
400.00
6,164.00
6,164.00
100%
CO-1.2.6
SUBGRADE EXCAVATION (EV)
75.00
CU YD
23.29
1,746.75
134.40
3,130.18
3,130.18
179%
(1,383.43)
CO-1.2.7
SELECT GRANULAR BORROW (CV)
75.00
CU YD
25.94
1,945.50
1,945.50
CO-1.2.8
SALVAGED AGGREGATE FROM STOCKPILE (CV)
305.00
CU YD
19.35
5,901.75
622.00
12,035.70
12,035.70
204%
(6,133.95)
CO-1.2.9
AGGREGATE SURFACING CLASS 2
15.00
CU YD
74.96
1,124.40
1,124.40
CO-1.2.10
BITUMINOUS PATCH SPECIAL (DRIVEWAY/TRAIL)
15.00
SO YD
38.58
578.70
101.00
3,896.58
3,896.58
673%
(3,317.88)
CO-1.2.11
BITUMINOUS PATCH SPECIAL (STREET)
132.00
SO YD
32.81
4,330.92
176.00
5,774.56
5,774.56
133%
(1,443.64)
CO-1.2.12
M I LL BITU M I NOU S SU RFACE(1.5")
3,150.00
SO YD
1.25
3,937.50
3,120.00
3,900.00
3,900.00
99%
37.50
CO-1.2.13
TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)
763.00
TON
75.85
57,873.55
833.50
63,220.98
63,220.98
109%
(5,347.43)
CO-1.2.14
7" CONCRETE WALK
100.00
SO FT
7.49
749.00
78.00
584.22
584.22
78%
164.78
CO-1.2.15
CONCRETE CURB & GUTTER DESIGN B612
35.00
LIN FT
27.50
962.50
205.00
5,637.50
5,637.50
586%
(4,675.00)
CO-1.2.16
TRAFFIC CONTROL
1.00
LUMP
MP SUM
825.00
825.00
1.00
825.00
825.00
100%
-
CO-1.2.17
SIGN PANELS TYPE C
2.70
1 SO FT
53.50
144.45
144.45
CO-1.2.18
RELOCATE SIGN
5.001
EACH
1 160.50
1 802.50
1 -
i -
i
i -
i
1 802.50
EJCDC C-620 Contractor's Application for Payment
Unit Price (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 2 of 4
Contractor's Application for Final Payment
Owner: City of Elk River Owner's Project No.: R13.121582
Engineer: Jason W. Cook, P.E. Engineer's Project No.: R13.121582
Contractor: North Valley Inc. Contractor's Project No.:
Project: 2021 Street Improvements
Contract:
Application No.: 7 - Final Application Period: From 10/30/21 to 11/30/21 Application Date: 11/30/21
A
B
C D E F
G H
I
J
K
L
Bid Item No.
Description _
Contract
Information
Work
Completed
Materials
Currently Stored
(not in G)
($)
Work Completed and
Materials Stored to
Date
(H + 1)
($)
%of
Value of
Item
(J / F)
(%)
Difference from Bid (F -J)
($)
Item Quantity
Units
Unit Price
($)
Value of Bid Item
(C X E)
($)
Estimated
Quantity
Incorporated in
the Work
Value of Work
Completed to Date
(E X G)
($)
CO-1.2.19
ISTORM DRAIN INLET PROTECTION
1.00
EACH
101.65
101.65
-
-
-
101.65
CO-1.2.20
SILT FENCE, TYPE MS
300.00
LIN FT
3.74
1,122.00
1,122.00
CO-1.2.21
COMMON TOPSOIL BORROW (LV)
365.00
CU YD
37.45
13,669.25
567.00
21,234.15
21,234.15
155%
(7,564.90)
CO-1.2.22
FERTILIZER TYPE 3
240.00
POUND
1.00
240.00
76.00
76.00
76.00
32%
164.00
CO-1.2.23
SEEDING
0.80
ACRE
871.88
697.50
0.48
418.50
418.50
60%
279.00
CO-1.2.24
SEED MIXTURE 25-151
144.00
POUND
7.72
1,111.68
178.00
1,374.16
1,374.16
124%
(262.48)
CO-1.2.25
HYDRAULIC BONDED FIBER MATRIX
2,800.00
POUND
1.67
4,676.00
2,955.00
4,934.85
4,934.85
106%
(258.85)
CO-1.2.26
4"SOLID LINE MULTI-COMPONENT(WHITE)
1,900.00
LIN FT
0.27
513.00
1,525.00
411.75
411.75
801
101.25
CO-1.2.27
PAVEMENT MESSAGE MULTI -COMPONENT
14.00
SO FT
6.28
87.92
14.00
87.92
87.92
100%
CO-1.3.1
REMOVE SIGN
1.00
EACH
82.50
82.50
1.00
82.50
82.50
100%
-
CO-1.3.2
SALVAGE CASTING
6.00
EACH
285.00
1,710.00
4.00
1,140.00
1,140.00
67%
570.00
CO-1.3.3
REMOVE CURB & GUTTER
675.00
LIN FT
7.05
4,758.75
1,577.00
11,117.85
11,117.85
234%
(6,359.10)
CO-1.3.4
REMOVE CONCRETE PAVEMENT
410.00
SO FT
1.05
430.50
2,597.00
2,726.85
2,726.85
633%
(2,296.35)
CO-1.3.5
REMOVE CONCRETE NOSE
200.00
SO FT
8.50
1,700.00
90.00
765.00
765.00
45%
935.00
CO-1.3.6
TYPE SP 9.5 WEARING COURSE MIXTURE (4,F)
(203.00)
TON
65.43
(13,282.29)
(13,282.29)
CO-1.3.7
TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,C)
(127.00)
TON
58.83
(7,471.41)
(7,471.41)
CO-1.3.8
CONNECTTO EXISTING STORM SEWER
3.00
EACH
897.35
2,692.05
3.00
2,692.05
2,692.05
100%
CO-1.3.9
CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL
11.40
LIN FT
1,072.50
12,226.50
11.00
11,797.50
11,797.50
96%
429.00
CO-1.3.10
CASTING ASSEMBLY (STORM MANHOLE)
3.00
EACH
951.50
2,854.50
3.00
2,854.50
2,854.50
100%
CO-1.3.11
CASTING ASSEMBLY(SALVAGED STORM MANHOLE)
1.00
EACH
835.00
835.00
1.00
835.00
835.00
100%
CO-1.3.12
CASTING ASSEMBLY(SALVAGED CATCH BASIN)
4.00
EACH
745.00
2,980.00
4.00
2,980.00
2,980.00
100%
CO-1.3.13
4" CONCRETE WALK
3,035.00
SO FT
5.89
17,876.15
4,053.00
23,872.17
23,872.17
134%
(5,996.02)
CO-1.3.14
CONCRETE CURB & GUTTER DESIGN B618
870.00
LIN FT
27.87
24,246.90
657.00
18,310.59
18,310.59
76%
5,936.31
CO-1.3.15
CONCRETE MEDIAN NOSE -SPECIAL
125.00
SO FT
15.00
1,875.00
60.00
900.00
900.00
48%
975.00
CO-1.3.16
COMMON TOPSOIL BORROW (LV)
160.00
CU YD
37.45
5,992.00
32.001
1,198.40
1,198.40
20%
4,793.60
CO-1.3.17
FERTILIZER TYPE 3
45.00
POUND
1.00
45.00
30.00
30.00
30.00
67%
15.00
CO-1.3.18
SEEDING
0.15
ACRE
871.88
130.78
0.15
130.78
130.78
100%
CO-1.3.19
SEED MIXTURE 25-151
27.00
POUND
7.72
208.44
27.00
208.44
208.44
100%
CO-1.3.20
HYDRAULIC BONDED FIBER MATRIX
525.00
POUND
1.67
876.75
876.75
CO-1.3.21
4"SOLID LINE MULTI-COMPONENT(WHITE)
(290.00)
LIN FT
0.27
(78.30)
(78.30)
CO-1.3.22
PAVEMENT MESSAGE MULTI -COMPONENT
(30.00)
SO FT
6.28
(188.40)
(188.40)
CO-2.1.1
MOBILIZATION
1.00
LUMP SUM
57,098.70
57,098.70
1.00
57,098.70
57,098.70
100%
CO-2.1.2
GEOTEXTILE FABRIC TYPE S
2,835.00
SQYD
3.95
11,198.25
3,457.00
13,655.15
13,655.15
122%
(2,456.90)
CO-2.1.3
COMMON EXCAVATION (P) (EV)
630.00
CU YD
15.41
9,708.30
998.00
15,379.18
15,379.18
158%
(5,670.88)
CO-2.1.4
SALVAGED AGGREGATE FROM STOCKPILE (CV)
630.00
CU YD
19.35
12,190.50
714.00
13,815.90
13,815.90
113%
(1,625.40)
CO-2.1.5
FULL DEPTH RECLAMATION (8")
5,000.00
SQYD
4.21
21,050.00
4,917.00
20,700.57
20,700.57
98%
349.43
CO-2.1.6
TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)
735.00
TON
58.58
43,056.30
787.97
46,159.28
46,159.28
107%
(3,102.98)
CO-2.1.7
TRAFFIC CONTROL
1.00
LUMP SUM
974.52
974.52
1.00
974.52
974.52
100%
CO-2.1.8
STORM DRAIN INLET PROTECTION
6.00
EACH
101.65
609.90
-
-
-
609.90
CO-2.1.9
SILT FENCE, TYPE MS
2,675.00
LIN FT
3.74
10,004.50
1,935.56
7,238.99
7,238.99
72%
2,765.51
CO-2.1.10
COMMON TOPSOIL BORROW (LV)
160.00
CU YD
53.25
8,520.00
240.00
12,780.00
12,780.00
150%
(4,260.00)
CO-2.1.11
FERTILIZER TYPE 3
120.00
POUND
1.00
120.00
240.00
240.00
240.00
200%
(120.00)
CO-2.1.12
SEEDING
0.40
ACRE
871.88
348.75
0.96
837.00
837.00
240%
(488.25)
CO-2.1.13
SEED MIXTURE 25-151
48.00
POUND
7.72
370.56
125.00
965.00
965.00
260%
(594.44)
CO-2.1.14
HYDRALUIC BONDED FIBER MATRIX
1,600.00
POUND
1.67
2,672.00
3,360.00
5,611.20
5,611.20
210%
(2,939.20)
CO-2.2.1
MOBILIZATION
1.00
LUMP SUM
33,154.00
33,154.00
1.00
33,154.00
33,154.00
100%
-
CO-2.2.2
REMOVE CURB & GUTTER
670.00
LIN FT
7.05
4,723.50
550.00
3,877.50
3,877.50
82%
846.00
CO-2.2.3
REMOVE CONCRETE PAVEMENT
2,000.00
SQ FT
1.05
2,100.00
1,516.00
1,591.80
1,591.80
7691.
508.20
CO-2.2.4
IRELOCATE SPRINKLER SYSTEM (PER HEAD)
1 5.001
EACH
1 53.50
1 267.50
1 7.001
374.50
1
1 374.50
140%
(107.00)
EJCDC C-620 Contractor's Application for Payment
Unit Price (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 3 of 4
Contractor's Application for Final Payment
Owner: City of Elk River Owner's Project No.: R13.121582
Engineer: Jason W. Cook, P.E. Engineer's Project No.: R13.121582
Contractor: North Valley Inc. Contractor's Project No.:
Project: 2021 Street Improvements
Contract:
Application No.: 7 - Final Application Period: From 10/30/21 to 11/30/21 Application Date: 11/30/21
A
B
C D E F
G H
I
J
K
L
Bid Item No.
Description
Contract
Information
Work
Completed
Materials
Currently Stored
(not in G)
($)
Work Completed and
Materials Stored to
Date
(H + 1)
($)
%of
Value of
Item
(J / F)
N
Difference from Bid (F -J)
($)
Item Quantity
Units
Unit Price
($)
Value of Bid Item
(C X E)
($)
Estimated
Quantity
Incorporated in
the Work
Value of Work
Completed to Date
(E X G)
($)
CO-2.2.5
BITUMINOUS PATCH SPECIAL (STREET)
35.00
SQYD
32.81
1,148.35
307.00
10,072.67
1
10,072.67
877%
(8,924.32)
CO-2.2.6
MILL BITUMINOUS SURFACE (1.5")
7,680.00
SQYD
1.25
9,600.00
7,840.00
9,800.00
9,800.00
102%
(200.00)
CO-2.2.7
TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)
680.00
TON
58.58
39,834.40
676.91
39,653.39
39,653.39
100%
181.01
CO-2.2.8
4" CONCRETE WALK
1,530.00
SO FT
5.89
9,011.70
1,445.00
8,511.05
8,511.05
94%
500.65
CO-2.2.9
7" CONCRETE WALK
480.00
SO FT
7.49
3,595.20
343.00
2,569.07
2,569.07
71%
1,026.13
CO-2.2.10
CONCRETE CURB & GUTTER DESIGN B618
670.00
LIN FT
27.82
18,639.40
550.00
15,301.00
15,301.00
82%
3,338.40
CO-2.2.11
7" CONCRETE VALLEYGUTTER
300.00
SO FT
7.49
2,247.00
100.00
749.00
749.00
33%
1,498.00
CO-2.2.12
TRUNCATED DOMES
70.00
SO FT
107.00
7,490.00
47.39
5,070.73
5,070.73
68%
2,419.27
CO-2.2.13
TRAFFIC CONTROL
1.00
LUMP SUM
1,515.91
1,515.91
1.001
1,515.91
1,515.91
100%
CO-2.2.14
COMMON TOPSOIL BORROW (LV)
200.00
CU YD
37.45
7,490.00
61.00
2,284.45
2,284.45
31%
5,205.55
CO-2.2.15
FERTILIZER TYPE 3
75.00
POUND
1.00
75.00
45.00
45.00
45.00
60%
30.00
CO-2.2.16
SEEDING
0.20
ACRE
871.88
174.38
0.10
87.19
87.19
50%
87.19
CO-2.2.17
SEED MIXTURE 25-151
15.00
POUND
7.72
115.80
15.00
115.80
115.80
100%
CO-2.2.18
HYDRALUIC BONDED FIBER MATRIX
400.00
POUND
1.67
668.00
115.00
192.05
192.05
29%
475.95
CO-2.2.19
4" SOLID LINE MULTI-COMPONENET(WHITE)
2,210.00
LIN FT
0.27
596.70
2,353.00
635.31
635.31
106%
(38.61)
CO-2.2.20
4" SOLID LINE MULTI-COMPONENET(YELLOW)
2,090.00
LIN FT
0.27
564.30
2,136.00
576.72
576.72
102%
(12.42)
CO-2.2.21
4" BROKEN LINE MULTI -COMPONENT (YELLOW)
450.00
LIN FT
0.27
121.50
420.00
113.40
113.40
93%
8.10
CO-2.2.22
4" DOUBLE SOLID LINE MULTI -COMPONENT (YELLOW)
300.00
LIN FT
0.54
162.00
300.00
162.00
162.00
100%
CO-2.2.23
PAVEMENT MESSAGE MULTI -COMPONENT
150.00
SO FT
6.28
942.00
154.50
970.26
970.26
103%
(28.26)
Change Order Totalsl
$ 588,309.33
1
$ 685,865.22
$
$ 685,865.22
117%
$ (97,555.89)
Original Contract and Change Orders
Project Totals $ 5,352,341.56 1 $ 5,080,283.29 $ $ 5,080,283.29 1 95% $ 272,058.27
EJCDC C-620 Contractor's Application for Payment
Unit Price (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 4 of 4