09.d2 Tennis Court Reconstruction Project - Contractor's Request for Payment No 2
14727 209 th St. N., Scandia, Minnesota 55073
Phone (651) 433 -2274 Fax (651) 433 -5112 https://www.cityofscandia.com
November 19, 2024
Honorable Mayor and City Council
City of Scandia
14727 209th Street N.
Scandia, MN 55073-8503
Re: Contractor’s Request for Payment No. 2
2024 Tennis Court Reconstruction Project
Dear Mayor and Council:
Enclosed please find Contractor’s Request for Payment No. 2, for the 2024 Tennis Court
Reconstruction Project. We recommend the council approve the Contractor’s Request for
Payment No. 2 and pay $87,314.40 to Veit & Company, Inc. This amount includes work
required to complete preparation of aggregate base, pave both lifts of bituminous pavement, and
partial payment for fencing installation. This request includes withholding 5% retainage.
Please call me at (651) 308-1491 if there are any questions or concerns regarding this
Contractor’s Payment request.
Sincerely,
Isiah Bubany, P.E.
Project Engineer
Enclosures: Contractor’s Request for Payment No. 2
Contractor's Application for Payment
Owner:City of Scandia Owner's Project No.:
Engineer:Bolton &Menk,Inc.Engineer's Project No.:ONl.133754
Contractor:Veit &Company,Inc.Agency's Project No.:
Project:2024 Tennis Court Reconstruction Project
Contract:
Application No.:2 Application Date:11/19/2024
Application Period:From 10/5/2024 to 11/8/2024
1.Original Contract Price $400,486.00
2.Net change by Change Orders $(1,545.00)
3.Current Contract Price (Line 1 +Line 2)$398,941.00
4.Total Work completed and materials stored to date
(Sum of Column G Lump Sum Total and Column J Unit Price Total)$305,101.90
5.Retainage
a.5%X $305,101.90 Work Completed $15,255.10
b.X $-Stored Materials $-
c.Total Retainage (Line 5.a +Line 5.b)$15,255.10
6.Amount eligible to date (Line 4-Line 5.c)$289,846.80
7.Less previous payments $202,532.40
8.Amount due this application $87,314.40
9.Balance to finish,including retainage (Line 3-Line 4)$93,839.10
Contractor's Certification
The undersigned Contractor certifies,to the best of its knowledge,the following:
(1)AII previous progress payments received from Owner on account of Work done under the Contract have been applied on
account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for
Payment;
(2)Title to all Work,materials and equipment incorporated in said Work,or otherwise listed in or covered by this Application for
Payment,will pass to Owner at time of payment free and clear of all liens,security interests,and encumbrances (except such as
are covered by a bond acceptable to Owner indemnifying Owner against any such liens,security interest,or encumbrances);
and
(3)AII the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective.
Contractor:Veit &Company,Inc.
['ogaysigned ty Nate stone
Signature:Nate Stone ?Ezzaz.Date:11/13/2024[at2024.11.13 10.33.01-06o0
Name:Nate Stone Title:Sr.Project Manager
Recommended by Bolton &Menk,Inc.Approved by Scandia
By:
~
tee By:
Name:LS.L fhj Name:
Title:±.Title:
Date:Date:
EJCDC C-620 Contractor's Application for Payment
(c)2018 National Society of Professional Engineers for EJCDC.All rights reserved.
Contractor's Application for Payment
Owner's Project No.:
Engineer's Project No.:
Agency's Project No.:
2 From 10/05/24 to 11/08/24
A C D E F F1 F2 G H I J K L
Item Quantity Units
Unit Price
($)
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 LUMP SUM 48,000.00 48,000.00 0.75 36,000.00 0.75 36,000.00 36,000.00 75% 12,000.00
2 1.00 LUMP SUM 8,380.00 8,380.00 1.00 8,380.00 1.00 8,380.00 8,380.00 100% -
3 4.00 EACH 125.00 500.00 4.00 500.00 4.00 500.00 500.00 100% -
4 3.00 EACH 60.50 181.50 3.00 181.50 3.00 181.50 181.50 100% -
5 1,510.00 SQ YD 2.30 3,473.00 1,510.00 3,473.00 1,510.00 3,473.00 3,473.00 100% -
6 460.00 LIN FT 4.20 1,932.00 460.00 1,932.00 460.00 1,932.00 1,932.00 100% -
7 330.00 CU YD 9.10 3,003.00 330.00 3,003.00 330.00 3,003.00 3,003.00 100% -
8 1,270.00 CU YD 18.25 23,177.50 1,270.00 23,177.50 1,270.00 23,177.50 23,177.50 100% -
9 90.00 CU YD 60.00 5,400.00 90.00 5,400.00 90.00 5,400.00 5,400.00 100% -
10 950.00 CU YD 20.75 19,712.50 950.00 19,712.50 950.00 19,712.50 19,712.50 100% -
11 520.00 TON 25.00 13,000.00 520.00 13,000.00 520.00 13,000.00 13,000.00 100% -
12 430.00 LIN FT 31.75 13,652.50 430.00 13,652.50 430.00 13,652.50 13,652.50 100% -
13 6.00 EACH 643.00 3,858.00 6.00 3,858.00 6.00 3,858.00 3,858.00 100% -
14 230.00 SQ FT 18.50 4,255.00 - 242.00 4,477.00 4,477.00 105% (222.00)
15 16.00 LIN FT 107.00 1,712.00 16.00 1,712.00 16.00 1,712.00 1,712.00 100% -
16 1.00 EACH 3,280.00 3,280.00 1.00 3,280.00 1.00 3,280.00 3,280.00 100% -
17 1.00 EACH 9,230.00 9,230.00 1.00 9,230.00 1.00 9,230.00 9,230.00 100% -
18 2.00 EACH 245.00 490.00 2.00 490.00 2.00 490.00 490.00 100% -
19 1.00 EACH 1,490.00 1,490.00 1.00 1,490.00 1.00 1,490.00 1,490.00 100% -
20 220.00 LIN FT 7.40 1,628.00 220.00 1,628.00 220.00 1,628.00 1,628.00 100% -
21 2.00 EACH 225.00 450.00 - - - - 450.00
22 710.00 SQ YD 3.00 2,130.00 - - - - 2,130.00
23 170.00 SQ YD 3.00 510.00 - - - - 510.00
24 5.00 CU YD 88.00 440.00 5.00 440.00 5.00 440.00 440.00 100% -
25 1.00 LUMP SUM 1,840.00 1,840.00 0.50 920.00 0.50 920.00 920.00 50% 920.00
26 1.00 LUMP SUM 2,800.00 2,800.00 0.75 2,100.00 0.75 2,100.00 2,100.00 75% 700.00
27 260.00 TON 157.00 40,820.00 - 260.00 40,820.00 40,820.00 100% -
28 100.00 GAL 5.60 560.00 - 100.00 560.00 560.00 100% -
29 150.00 LIN FT 6.30 945.00 - 300.00 1,890.00 1,890.00 200% (945.00)
30 1,410.00 SQ YD 12.25 17,272.50 - - - - 17,272.50
31 450.00 LIN FT 37.50 16,875.00 - 450.00 16,875.00 16,875.00 100% -
32 140.00 LIN FT 76.50 10,710.00 - - - - 10,710.00
33 450.00 LIN FT 72.00 32,400.00 225.00 16,200.00 225.00 16,200.00 16,200.00 50% 16,200.00
34 3.00 EACH 2,990.00 8,970.00 - - - - 8,970.00
303,077.50 169,760.00 234,382.00 234,382.00 77% 68,695.50
35 1.00 LUMP SUM 671.00 671.00 1.00 671.00 1.00 671.00 671.00 100% -
36 550.00 CU YD 12.25 6,737.50 550.00 6,737.50 550.00 6,737.50 6,737.50 100% -
37 530.00 CU YD 20.50 10,865.00 498.00 10,209.00 498.00 10,209.00 10,209.00 94% 656.00
38 290.00 TON 25.00 7,250.00 265.50 6,637.50 265.50 6,637.50 6,637.50 92% 612.50
39 190.00 LIN FT 30.75 5,842.50 190.00 5,842.50 190.00 5,842.50 5,842.50 100% -
40 2.00 EACH 643.00 1,286.00 2.00 1,286.00 2.00 1,286.00 1,286.00 100% -
41 80.00 LIN FT 6.80 544.00 80.00 544.00 80.00 544.00 544.00 100% -
42 60.00 SQ YD 3.00 180.00 - - - - 180.00
43 1.00 LUMP SUM 1,400.00 1,400.00 0.50 700.00 0.50 700.00 700.00 50% 700.00
44 150.00 TON 138.00 20,700.00 - 150.00 20,700.00 20,700.00 100% -
45 60.00 GAL 5.60 336.00 - 55.00 308.00 308.00 92% 28.00
46 180.00 LIN FT 6.30 1,134.00 - 223.00 1,404.90 1,404.90 124% (270.90)
BITUMINOUS MATERIAL FOR TACK COAT
SAW CUT & SEAL JOINT
6" PVC CLEANOUT
SILT FENCE, TYPE MACHINE SLICED
TURF RESTORATION, SEED MIXTURE (25-131), AND BLANKET
SALVAGE AND RESPREAD EXISTING TOPSOIL
TENNIS COURT PAVEMENT (2,C)
GRUBBING
COMMON EXCAVATION - UNSUITABLE MATERIAL (EV) (P)
SELECT GRANULAR BORROW (MODIFIED)
AGGREGATE BASE, CLASS 5
6" PERF PVC PIPE DRAIN
ACRYLIC SURFACING PICKLEBALL/TENNIS COURT
CONCRETE MAINTENANCE STRIP
6' HT. GALVANIZED CHAIN LINK FENCE
10' HT. GALVANIZED CHAIN LINK FENCE
NET, POSTS AND ANCHORS
ALTERNATE 1
TOTAL BASE BID:
SALVAGE AND RESPREAD EXISTING TOPSOIL
TRAFFIC CONTROL
PICKLEBALL COURT PAVEMENT (2,C)
BITUMINOUS MATERIAL FOR TACK COAT
SAW CUT & SEAL JOINT
SILT FENCE, TYPE MACHINE SLICED
STORM DRAIN INLET PROTECTION
TURF RESTORATION, SEED MIXTURE (25-131), AND BLANKET
TURF RESTORATION, SEED MIXTURE (35-241), AND BLANKET
RANDOM RIP RAP CLASS III
12" RC PIPE, CLASS 5
12" RC PIPE APRON
48" DIA OCS
STRUCTURE MARKER
STABILIZED CONSTRUCTION EXIT
Progress Estimate - Unit Price Work
City of Scandia
Bolton & Menk, Inc.
Veit & Company, Inc.
2024 Tennis Court Reconstruction Project
Owner:
0N1.133754Engineer:
Contractor:
Project:
Contract:
Previous Estimate
11/19/24
B
BASE BID
% of
Value of
Item
(J / F)
(%)
Balance to Finish
(F - J)
($)Description
Work Completed
Materials Currently
Stored (not in G)
($)
Work
Completed
and Materials
Stored to Date
(H + I)
($)
Contract Information
Bid Item
No.
REMOVE NET POST
REMOVE CONCRETE PAD
SELECT GRANULAR BORROW (MODIFIED)
AGGREGATE BASE, CLASS 5
6" PERF PVC PIPE DRAIN
6" PVC CLEANOUT
6" CONCRETE WALK
REMOVE BITUMINOUS PAVEMENT
REMOVE FENCE
COMMON EXCAVATION - SUITABLE MATERIAL (EV) (P)
Application Date:Application Period:Application No.:
MOBILIZATION
GRUBBING
COMMON EXCAVATION - UNSUITABLE MATERIAL (EV) (P)
FILTER MEDIA
Unit Price
EJCDC C-620 Contractor's Application for Payment
(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.1 of 2
Contractor's Application for Payment
Owner's Project No.:
Engineer's Project No.:
Agency's Project No.:
2 From 10/05/24 to 11/08/24
A C D E F F1 F2 G H I J K L
Item Quantity Units
Unit Price
($)
Value of Bid Item
(C X E)
($)
Quantity Previous
Estimate
Value Previous
Estimate
Estimated
Quantity
Incorporated in
the Work
Value of Work
Completed to Date
(E X G)
($)
Progress Estimate - Unit Price Work
City of Scandia
Bolton & Menk, Inc.
Veit & Company, Inc.
2024 Tennis Court Reconstruction Project
Owner:
0N1.133754Engineer:
Contractor:
Project:
Contract:
Previous Estimate
11/19/24
B
% of
Value of
Item
(J / F)
(%)
Balance to Finish
(F - J)
($)Description
Work Completed
Materials Currently
Stored (not in G)
($)
Work
Completed
and Materials
Stored to Date
(H + I)
($)
Contract Information
Bid Item
No.
Application Date:Application Period:Application No.:
47 790.00 SQ YD 12.25 9,677.50 - - - - 9,677.50
48 130.00 LIN FT 37.50 4,875.00 - 130.00 4,875.00 4,875.00 100% -
49 60.00 LIN FT 76.50 4,590.00 - - - - 4,590.00
50 130.00 LIN FT 72.00 9,360.00 65.00 4,680.00 65.00 4,680.00 4,680.00 50% 4,680.00
51 4.00 EACH 2,990.00 11,960.00 - - - - 11,960.00
97,408.50 37,307.50 64,595.40 64,595.40 66% 32,813.10
400,486.00$ 207,067.50$ 298,977.40$ -$ 298,977.40$ 75% 101,508.60$
52 (50.00) LIN FT 6.30 (315.00) - - - - (315.00)
53 50.00 LIN FT 76.50 3,825.00 25.00 1,912.50 25.00 1,912.50 1,912.50 50% 1,912.50
54 (3.00) EACH 2,990.00 (8,970.00) - - - - (8,970.00)
- - - -
(5,460.00)$ 1,912.50$ 1,912.50$ -$ 1,912.50$ -35% (7,372.50)$
55 (435.00) CY 18.25 (7,938.75) (468.00) (8,541.00) (468.00) (8,541.00) (8,541.00) 108% 602.25
56 435.00 CY 27.25 11,853.75 468.00 12,753.00 468.00 12,753.00 12,753.00 108% (899.25)
-
3,915.00$ 4,212.00$ 4,212.00$ -$ 4,212.00$ 108% (297.00)$
398,941.00$ 213,192.00$ 305,101.90$ -$ 305,101.90$ 76% 93,839.10$
10' HT. GALVANIZED CHAIN LINK FENCE
NET, POSTS AND ANCHORS
TOTAL ALTERNATE 1:
ACRYLIC SURFACING TENNIS COURT
CONCRETE MAINTENANCE STRIP
6' HT. GALVANIZED CHAIN LINK FENCE
BASE BID + ALTERNATE 1 TOTAL:
PROJECT TOTAL:
CHANGE ORDER NO. 1 TOTAL:
BASE BID + ALTERNATE + CHANGE ORDERS NO. 1 & 2
CHANGE ORDER NO. 1
SAW CUT & SEAL JOINT
6' HT. GALVANIZED CHAIN LINK FENCE
NET, POSTS AND ANCHORS
CHANGE ORDER NO. 2
COMMON EXCAVATION - UNSUITABLE MATERIAL (EV) (P)
EXCAVATE BITUMINOUS PAVEMENT (EV)
CHANGE ORDER NO. 2 TOTAL:
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