5.g) Contractors Request for Payment No 2• = B+CD L—TC:>N & M F= N i < , i NC®
Consulting Engineers & Surveyors
" 2035 County Road D East • Suite B • Maplewood, MN 55109-5314
Phone (651) 704-9970 • Fax (651) 704-9971
www,bolton-menk.com
September 10, 2015
Honorable Mayor and City Council
14727 209th Street N
Scandia, MN 55073
RE: Contractor's Request for Payment No. 2
Quinnell Ave North Improvements
Project No.: N15.109775
Dear Mayor and Council:
Enclosed please find Contractor's Request for Payment No. 2 for Dresel Contracting, Inc. for the services
they provided on the above referenced project. This request includes ditching, milling, bituminous
pavement, and other related items. The railroad striping, final restoration, removal of erosion control
devices, and punch list items remain on the project.
If the Council chooses to approve a payment for this project, it would be appropriate to approve
Contractor's Request for Payment No. 2 and pay $325,892.03 to Dresel Contracting, Inc. for the
work performed. The request includes withholding 5% retainage.
Please call me at 612-597-7140 if you have any questions or concerns regarding this Contractor's
payment request.
Sincerely,
Ryan J. Goodman, P.E.
City Engineer
Enclosure: Contractor's Request for Payment No. 2
DESIGNING FOR A BETTER TOMORROW
Bolton & Menk is an equal opportunity employer
Date:
8-Sep-15
PUBLICLY BID
CONTRACTOR'S PAY REQUEST
Quinnell Avenue North and Lilleskogen Park Improvements Pay Request No.
2
City Project No. N15.109775
City of Scandia, MN For Period Ending:
31-Aug-15
Original Contract Amount
$649,962.46
Approved Change Orders - Addition
($116,371.05)
Approved Change Orders - Deduction
$0.00
Revised Contract Amount
$533,591.41
Completed Work to Date
$489,556.69
Stored Materials on Hand
$0.00
Sub -Total
$489,556.69
Retained Percentage 5%
$24,477.83
Liquidated Damages
$0.00
Total
$465,078.85
Total Amount Paid on Previous Estimates
$139,186.82
Amount Due Contractor This Pay Request
$325,892.03
Approved for Payment:
Dresel Contracting, Inc. Signature
Date
14044 July Avenue
Chisago City, MN 55013
Printed Name and Title
Checked and Approved as to
Quantities and Amount: Signature
Date
Bolton & Menk, Inc.
1035 County Road D East, Suite B
Maplewood, MN 55109 Printed Name and Title
Approved for Payment:
City of Scandia
Name Title
Date
Partial Pay Estimate No.:
QUINNELL AVENUE NORTH AND LILLESKOGEN PARK IMPROVEMENTS
CITY OF SCANDIA, MN
BMI PROJECT NO. N15.109775
WORK COMPLETED THROUGH AUGUST 31. 2015
ITEM
NO.
ITEM
UNIT
PRICE
AS BID
PREVIOUS ESTIMATE
COMPLETED TO DATE
ESTIMATED
QUANTITY
ESTIMATED
AMOUNT
ESTIMATED
QUANTITY
ESTIMATED
AMOUNT
ESTIMATED
QUANTITY
ESTIMATED
AMOUNT
BASE BID
PART 1- STREET IMPROVEMENTS
1
MOBILIZATION
$28,440.00
1.00
LS
$28,440.00
1
LS
$28,440.00
1
LS
$28,440.00
2
TRAFFIC CONTROL
$5,940.00
1.00
LS
$5,940.00
1
LS
$5,940.00
1
LS
$5,940.00
3
COMMON EXCAVATION EV - DITCHING
$18.19
1310.00
CY
$23,828.90
454
CY
$8,258.26
1311
CY
$23,847.09
4
SAWING BITUMINOUS PAVEMENT -FULL DEPTH
$2.37
210.00
LF
$497.70
210
LF
$497.70
473
LF
$1,121.01
5
BITUMINOUS PAVEMENT RECLAMATION P
$0.54
16700.00
SY
$9,018.00
0
SY
$0.00
0
SY
$0.00
6
REMOVE SIGN
$17.71
21.00
EA
$371.91
0
EA
$0.00
0
EA
$0.00
7
REMOVE FENCE
$2.43
230.00
LF
$558.90
0
LF
$0.00
60
LF
$145.80
8
TEMPORARY MAILBOX
$46.32
25.00
EA
$1,158.00
0
EA
$0.00
0
EA
$0.00
9
SALVAGE AND REINSTALL MAILBOX
$74.40
25.00
EA
$1,860.00
0
EA
$0.00
0
EA
$0.00
10
REMOVE BITUMINOUS PAVEMENT
$2.27
600.00
SY
$1,362.00
300
SY
$681.00
1277
SY
$2,898.79
11
SUBGRADE PREPARATION
$0.61
18310.00
SY
$11,169.10
0
SY
$0.00
977
SY
$595.97
12
SUBGRADE EXCAVATION
$16.17
1800.00
CY
$29,106.00
486
CY
$7,858.62
982
CY
$15,878.94
13
AGGREGATE BASE, CLASS 5
$13.31
1100.00
TN
$14,641.00
1401
TN
$18,647.31
1829
TN
$24,343.99
14
AGGREGATE SHOULDERING
$22.00
700.00
TN
$15,400.00
0
TN
$0.00
0
TN
$0.00
15
BITUMINOUS MATERIAL FOR TACK COAT
$3.30
1250.00
GAL
$4,125.00
0
GAL
$0.00
450
GAL
$1,485.00
16
TYPE SP 9.5 WEARING COURSE MIXTURE 3,C
$70.93
4700.00
TN
$333,371.00
0
TN
$0.00
0
TN
$0.00
17
RAILROAD CROSSING APRON
$5,400.00
1.00
LS
$5,400.00
0
LS
$0.00
1
LS
$5,400.00
18
TYPE SP 9.5 WEARING COURSE MIXTURE 3,C -DRIVEWAY
$135.60
75.00
TN
$10,170.00
0
TN
$0.00
0
TN
$0.00
19
AGGREGATE SURFACING, CLASS 5 - DRIVEWAY
$18.11
225.00
TN
$4,074.75
0
TN
$0.00
80
TN
$1,448.80
20
CLEARING AND GRUBBING
$3,000.00
1.00
LS
$3,000.00
1
LS
$3,000.00
1
LS
$3,000.00
21
COMMON TOPSOIL BORROW LV
$19.65
1740.00
CY
$34,191.00
447
CY
$8,783.55
912
CY
$17,920.80
22
SILT FENCE
$3.29
890.00
LF
$2,928.10
0
LF
$0.00
0
LF
$0.00
23
INLET PROTECTION
$120.00
5.00
EA
$600.00
11
EA
$1,320.00
11
EA
$1,320.00
24
EROSION CONTROL BLANKET
$2.40
1320.00
SY
$3,168.00
4004
SY
$9,609.60
4004
SY
$9,609.60
25
ANCHOR REINFORCED VEGETATION SYSTEM ARVS
$39.30
120.00
SY
$4,716.00
0
SY
$0.00
0
SY
$0.00
26
HYDRAULIC MATRIX TYPE HYDRAULIC MULCH
$0.60
13550.00
SY
$8,130.00
0
SY
$0.00
0
SY
$0.00
27
SEED MIXTURE 25-131
$2.40
930.00
LB
$2,232.00
150
LB
$360.00
175
LB
$420.00
28
SEDIMENT CONTROL LOG
$3.60
630.00
LF
$2,268.00
250
LF
$900.00
250
LF
$900.00
29
STREET SWEEPER WITH PICKUP BROOM WITH OPERATOR
$180.00
7.00
HR
$1,260.00
0
HR
$0.00
18
HR
$3,240.00
30
4" DOUBLE SOLID LINE, YELLOW EPDXY
$0.56
7100.00
LF
$3,976.001
0
LF
$0.00
0
LF
$0.00
31
24" STOP BAR, WHITE EPDXY
$9.36
90.00
LF
$842.40
0
LF
$0.00
0
LF
$0.00
32
PAVEMENT MESSAGE RR XING - WHITE EPDXY
$566.501
2.00
EA
$1,133.001
0
EA
$0.001
0
EA
$0.00
TOTAL PART 1 - STREET IMPROVEMENTS COST:
$568,936.76
$94,296.04
$147,955.79
PART 2 - STORM SEWER IMPROVEMENTS
33
REMOVE STORM SEWER PIPE
$9.561
320.00
LF
$3,059.20
320
LF
$3,059.20
320
LF
$3,059.20
34
IMPROVED PIPE FOUNDATION
1 $8.00
150.00
LF
$1,200.00
150
LF
$1,200.00
150
LF
$1,200.00
35
6" PVC PIPE, SDR 26
1 $29.101
120.00
LF
$3,492.001
0
LF
$0.001
0
LF
$0.00
36
6" PVC PERFORATED PIPE, SDR 26, INCL ROCK & FABRIC
$34.17
690.00
LF
$23,577.30
0
LF
$0.00
0
LF
$0.00
37
6" PVC CLEAN OUT
$435.00
4.00
EA
$1,740.00
0
EA
$0.00
0
EA
$0.00
38
18" RC PIPE CULVERT, CL 5
$105.86
56.00
LF
$5,928.16
56
LF
$5,928.16
56
LF
$5,928.16
39
24" RC PIPE CULVERT, CL 4
$178.50
48.00
LF
$8,568.00
48
LF
$8,568.00
48
LF
$8,568.00
40
18" RC PIPE APRON
$1,347.00
4.00
EA
$5,388.00
4
EA
$5,388.00
4
EA
$5,388.00
41
24" RC PIPE APRON
$1,218.00
2.00
EA
$2,436.00
2
EA
$2,436.00
2
EA
$2,436.00
42
15" CMP PIPE CULVERT - DRIVEWAY
$39.94
350.00
LF
$13,979.00
350
LF
$13,979.00
350
LF
$13,979.00
43
15" GALVANIZED STEEL PIPE APRON
$291.82
22.00
EA
$6,420.041
22
EA
$6,420.04
22
EA
$6,420.04
44
RANDOM RIP RAP, CLASS III
$87.30
60.00
CY
$5,238.001
60
CY
$5,238.00
60
CY
$5,238.00
TOTAL PART 2 - STORM SEWER IMPROVEMENTS:
$81,025.70
$52,216.40
$52,216.40
TOTAL BASE BID:
$649,962.46
$146,512.44
$200,172.19
CHANGE ORDER NO. 1
PART1-DEDUCT
1
AGGREGATE SHOULDERING
$22.00
-350.00
TN
-$7,700.001
0
TN
$0.00
0
TN
$0.00
2
COMMON TOPSOIL BORROW LV
$19.65
-390.00
CY
-$7,663.501
0
CY
$0.00
0
CY
$0.00
3
INLET PROTECTION
1 $120.00
-5.00
EA
-$600.001
0
EA
$0.00
0
EA
$0.00
TOTAL PART 1 - DEDUCT:
-$15,963.50
$0.00
$0.00
PART 2-DEDUCT
1
AGGREGATE SHOULDERING
$29.10
-120.00
LF
-$3.492.001
0
LF
$0.001
0
LF
$0.00
2
COMMON TOPSOIL BORROW LV
$34.17
-690.00
LF
-$23,577.301
0
LF
$0.001
0
LF
$0.00
3
INLET PROTECTION
1 $435.00
-4.00
EA
-$1,740.001
0
EA
$0.001
0
EA
$0.00
TOTAL PART 2 - DEDUCT:
-$28,809.30
$0.00
$0.00
TOTAL CHANGE ORDER NO. 1:
-$44,772.80
$0.00
$0.00
TOTAL BASE BID PLUS CHANGE ORDER NO. 1:
$605,189.66
$146,512.44
$200,172.19
CHANGE ORDER NO.2
1
AGGREGATE SHOULDERING
$22.00
-350.00
TN
-$7,700.00
0
TN
0.00
0
TN
0.00
2
MILL BITUMINOUS PAVEMENT (2.5" DEEP)
$1.95
16700.00
SY
$32,565.00
0
SY
0.00
17112
SY
33,368.40
3
MOBILIZATION - RECLAIM
$1,500.00
1.00
LS
$1,500.00
0
LS
0.00
1
LS
1,500.00
4
TYPE SP 9.5 WEARING COURSE MIXTURE (3, C)
$70.93
-4700.00
TN
-$333,371.00
0
TN
0.00
0
TN
0.00
5
TYPE SP 9.5 WEARING COURSE MIXTURE (3, C)- DRIVEWAY
$135.60
-75.00
TN
-$10,170.00
0
TN
0.00
0
TN
0.00
6
TYPE SP 9.5 WEARING COURSE MIXTURE (3, B)
$69.77
3100.00
TN
$216,287.00
0
TN
0.00
3123.92
TN
217,955.90
7
TYPE SP 9.5 WEARING COURSE MIXTURE (3, B)- DRIVEWAY
$116.57
75.00
TN
$8,742.75
0
TN
0.00
60
TN
6,994.20
8
BITUMINOUS PAVEMENT RECLAIMATION
$0.54
-16700.00
SY
-$9,018.00
0
SY
0.00
0
SY
0.00
9
BITUMINOUS PATCHING (3" THICK)
$42.72
300.00
SY
$12,816.00
0
SY
0.00
300
SY
12,816.00
10
RELOCATE AGGREGATE BASE CLASS 5
$6,900.00
1.00
LS
$6,900.00
0
LS
0.00
1
LS
6,900.00
11
CULVERT SURFACE REPAIRS
$9,850.00
1.00
LS
$9,850.00
0
LS
0.00
1
LS
9,850.00
TOTAL CHANGE ORDER NO. 2:
-$71,598.25
0.00
289,384.50
TOTAL CHANGE ORDER NO. 1 & 2:
-$116,371.05
0.00
289,384.50
TOTAL BASE BID PLUS CHANGE ORDER NO. 1 & 2:
$533,591.41
$146,512.44
$489,556.69