HomeMy WebLinkAbout#17 - Parkview-Cardinal Pay Req 3 STAFF REPORT
DATE: October 18, 2022
CONSENT
AGENDA ITEM: Approve Pay Request No. 3 for the Parkview-Cardinal Neighborhood
Street and Utility Improvements
SUBMITTED BY: Mark Scholle, Project Engineer REVIEWED BY: Kristina Handt, City Administrator Marty Powers, Public Works Director Jack Griffin, City Engineer
ISSUE BEFORE COUNCIL: Should the City Council approve Pay Request No. 3 for the Parkview-Cardinal Neighborhood Street and Utility Improvements? BACKGROUND: T.A. Schifsky and Sons, Inc. was awarded a construction contract on April 6, 2022 to
complete the Parkview-Cardinal Neighborhood Street and Utility Improvements. Work remains in progress with a substantial completion date of October 14, 2022 and final completion date of November 24, 2022. A change order is being prepared to extend the completion date for the Cardinal Ridge subdivision (Ivy
Avenue) to allow for the delivery of ductile iron pipe for installing the watermain through open trenching. This work will be completed in the spring 2023. PROPOSAL DETAILS/ANALYSIS: T.A. Schifsky and Sons, Inc. has submitted Partial Pay Request No. 3 in the amount of $668,788.71. The request has been reviewed and payment is recommended in the amount requested. In accordance with the contract documents, the City has retained 5% of the total work completed.
The amount retained is $108,973.08. FISCAL IMPACT: None. Partial payment is proposed in accordance with the Contract for the project. Payment remains within the authorized scope and budget. RECOMMENDATION: Staff is recommending that the City Council approve, as part of the Consent
Agenda, Pay Request No. 3 for the Parkview-Cardinal Neighborhood Street and Utility Improvements. If removed from the consent agenda, the recommended motion for the action is as follows:
“Move to approve Pay Request No. 3 to T.A. Schifsky, and Sons, Inc., in the amount of $668,788.71 for the Parkview-Cardinal Neighborhood Street and Utility Improvements”. ATTACHMENTS:
1. Partial Pay Estimate No. 3.
PROJECT PAY FORM
PARTIAL PAY ESTIMATE NO.
PERIOD OF ESTIMATE
TO
PROJECT OWNER:CONTRACTOR:
1. Original Contract Amount
2. Net Change Order Sum
3. Revised Contract (1+2)
4. *Work Completed
5. *Stored Materials
6. Subtotal (4+5)
7. Retainage*
8. Previous Payments
9. Amount Due (6-7-8)
*Detailed Breakdown Attached
START DATE:ON SCHEDULE
SUBSTANTIAL COMPLETION:X
FINAL COMPLETION:
ENGINEER'S CERTIFICATION:FOCUS Engineering, inc.
DATE
CONTRACTOR'S CERTIFICATION:CONTRACTOR
DATE
APPROVED BY OWNER:CITY OF LAKE ELMO, MINNESOTA
DATE DATE
No.Approval
Date
Amount $3,309,523.20
Additions Deductions $42,082.61
2 9/20/2022 $12,452.00 $2,179,461.55
1 8/12/2022 $29,630.61 $3,351,605.81
$2,179,461.55
$0.00
$1,401,699.76
$108,973.085.0%
CONTRACT TIME
TOTALS $42,082.61 $0.00 $668,788.71
NET CHANGE $42,082.61
CONTRACT CHANGE ORDER SUMMARY PAY ESTIMATE SUMMARY
3
9/30/20229/1/2022FROM
PARKVIEW-CARDINAL NBRHD STREET & UTILITY IMPROVEMENTS
PROJECT NO. 2020.121
CITY OF LAKE ELMO
3800 LAVERNE AVENUE NORTH
LAKE ELMO, MN 55042
ATTN: JACK GRIFFIN, CITY ENGINEER
T.A. SCHIFSKY & SONS, INC.
2370 HIGHWAY 36 EAST
NORTH ST. PAUL, MN 55109
ATTN: HANK DABRUZZI
7/5/2022
11/24/2022
REVISED DAYS
REMAINING
142
0
55
10/14/2022
ORIGINAL DAYS
BY
BY
YES
NO
The undersigned Contractor certifies that to the best of their
knowledge, information and belief the work covered by this payment
estimate has been completed in accordance with the contract
documents, that all amounts have been paid by the contractor for
work for which previous payment estimates was issued and
payments received from the owner, and that current payment shown
herein is now due.
The undersigned certifies that the work has been reviewed and to the
best of their knowledge and belief, the quantities shown in this
estimate are correct and the work has been performed in accordance
with the contract documents.
ENGINEER
BY
FOCUS Engineering, inc.PROJECT PAYMENT FORM
10-11-2022
10/11/2022
PARTIAL PAY ESTIMATE NO.3
PARKVIEW-CARDINAL NBRHD STREET & UTILITY IMPROVEMENTS
CITY OF LAKE ELMO, MINNESOTA
PROJECT NO. 2020.121
QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
1 LS 1 $150,000.00 $150,000.00 0.00 $0.00 1.00 $150,000.00
2 LS 1 $75,000.00 $75,000.00 0.25 $18,750.00 0.75 $56,250.00
3 EA 10 $125.00 $1,250.00 0.00 $0.00 7.00 $875.00
4 EA 33 $125.00 $4,125.00 11.00 $1,375.00 11.00 $1,375.00
5 LF 500 $3.00 $1,500.00 0.00 $0.00 930.00 $2,790.00
6 EA 4 $468.00 $1,872.00 30.00 $14,040.00 31.00 $14,508.00
7 EA 4 $104.00 $416.00 13.00 $1,352.00 14.00 $1,456.00
8 EA 6 $780.00 $4,680.00 2.00 $1,560.00 2.00 $1,560.00
9 EA 2 $962.00 $1,924.00 0.00 $0.00 2.00 $1,924.00
10 EA 21 $7,855.12 $164,957.52 3.00 $23,565.36 17.00 $133,537.04
11 LF 11 $1,034.80 $11,382.80 0.00 $0.00 1.00 $1,034.80
12 SF 76 $72.80 $5,532.80 0.00 $0.00 0.00 $0.00
13 EA 21 $4,160.00 $87,360.00 3.00 $12,480.00 17.00 $70,720.00
14 EA 17 $4,784.00 $81,328.00 1.00 $4,784.00 15.00 $71,760.00
15 LF 38 $80.08 $3,043.04 6.00 $480.48 6.00 $480.48
16 EA 41 $435.76 $17,866.16 4.00 $1,743.04 31.00 $13,508.56
17 EA 22 $612.56 $13,476.32 9.00 $5,513.04 16.00 $9,800.96
18 EA 41 $395.20 $16,203.20 4.00 $1,580.80 31.00 $12,251.20
19 EA 22 $635.44 $13,979.68 9.00 $5,718.96 16.00 $10,167.04
20 EA 1 $616.72 $616.72 0.00 $0.00 0.00 $0.00
21 LF 1930 $45.76 $88,316.80 123.00 $5,628.48 1,418.35 $64,903.70
22 LF 770 $54.08 $41,641.60 471.00 $25,471.68 710.00 $38,396.80
23 LF 630 $41.60 $26,208.00 0.00 $0.00 0.00 $0.00
24 LF 250 $67.60 $16,900.00 39.00 $2,636.40 148.00 $10,004.80
25 LF 11950 $74.88 $894,816.00 111.00 $8,311.68 10,114.00 $757,336.32
26 LB 2800 $7.28 $20,384.00 450.00 $3,276.00 2,579.00 $18,775.12
27 EA 55 $826.80 $45,474.00 4.00 $3,307.20 49.00 $40,513.20
28 SY 22 $82.16 $1,807.52 0.00 $0.00 7.20 $591.55
29 LF 7 $75.92 $531.44 0.00 $0.00 0.00 $0.00
30 EA 1 $764.40 $764.40 0.00 $0.00 0.00 $0.00
31 EA 3 $1,560.00 $4,680.00 0.00 $0.00 0.00 $0.00
32 EA 2 $587.60 $1,175.20 2.00 $1,175.20 2.00 $1,175.20
33 EA 1 $2,704.00 $2,704.00 0.00 $0.00 0.00 $0.00
34 EA 1 $3,744.00 $3,744.00 0.00 $0.00 0.00 $0.00
35 EA 2 $346.32 $692.64 2.00 $692.64 2.00 $692.64
36 LF 40 $126.88 $5,075.20 40.00 $5,075.20 40.00 $5,075.20
37 EA 5 $1,118.00 $5,590.00 4.00 $4,472.00 4.00 $4,472.00
38 CY 40 $166.40 $6,656.00 14.00 $2,329.60 14.00 $2,329.60
39 CY 2 $166.40 $332.80 0.00 $0.00 0.00 $0.00
40 LF 630 $5.20 $3,276.00 154.00 $800.80 154.00 $800.80
41 EA 8 $114.40 $915.20 3.00 $343.20 3.00 $343.20
42 LF 310 $15.00 $4,650.00 210.00 $3,150.00 210.00 $3,150.00
43 EA 8 $1,200.00 $9,600.00 0.00 $0.00 0.00 $0.00
44 EA 3 $1,100.00 $3,300.00 3.00 $3,300.00 3.00 $3,300.00
45 EA 2 $1,100.00 $2,200.00 2.00 $2,200.00 2.00 $2,200.00
46 EA 1 $1,275.00 $1,275.00 0.00 $0.00 1.00 $1,275.00
47 EA 1 $925.00 $925.00 0.00 $0.00 0.00 $0.00
48 EA 56 $100.00 $5,600.00 0.00 $0.00 15.00 $1,500.00
49 EA 63 $25.00 $1,575.00 0.00 $0.00 63.00 $1,575.00
50 LF 750 $1.87 $1,402.50 508.00 $949.96 576.00 $1,077.12
51 LF 610 $5.15 $3,141.50 136.00 $700.40 403.00 $2,075.45
52 SY 490 $5.00 $2,450.00 505.00 $2,525.00 692.00 $3,460.00
53 SY 420 $10.00 $4,200.00 161.70 $1,617.00 439.90 $4,399.00
54 LF 130 $8.00 $1,040.00 50.00 $400.00 50.00 $400.00
55 SY 35590 $4.00 $142,360.00 23,085.00 $92,340.00 29,115.00 $116,460.00
56 CY 3680 $0.01 $36.80 3,010.00 $30.10 3,010.00 $30.10
57 CY 110 $0.01 $1.10 114.00 $1.14 258.25 $2.58
58 TN 140 $0.01 $1.40 0.00 $0.00 0.00 $0.00
59 CY 130 $0.01 $1.30 1,537.11 $15.37 1,666.61 $16.67
60 TN 390 $25.00 $9,750.00 0.00 $0.00 0.00 $0.00
61 TN 40 $25.00 $1,000.00 0.00 $0.00 0.00 $0.00
62 EA 12 $1,700.00 $20,400.00 4.00 $6,800.00 4.00 $6,800.00
SELECT GRANULAR BORROW
SALVAGE AND REINSTALL RECLAIM MATERIAL (CV)
AGGREGATE SHOULDER, CLASS 2
PATCH GRAVEL DRIVEWAY
CORE DRILL 4" DRAIN TILE CONNECTION INTO EXISTING CATCH BASIN
REMOVE AND REPLACE CASTING AND RINGS (R-3015-L)
REMOVE AND REPLACE CASTING AND RINGS (R-3067-VB)
REMOVE AND REPLACE CASTING AND RINGS (R-3067-V)
REMOVE AND REPLACE CASTING AND RINGS (R-1642-B)
SALVAGE AND REINSTALL CASTING W/ NEW RINGS
SALVAGE & REINSTALL MAILBOX
TEMPORARY MAILBOX
SAWCUT BITUMINOUS PAVEMENT
SAWCUT CONCRETE PAVEMENT
REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY / TRAIL)
REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY)
REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER
RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL
HAUL EXCESS RECLAIMED MATERIAL OFF-SITE (LV)
COMMON EXCAVATION - WIDENING AREAS
REMOVE AND REPLACE RIPRAP (CL III WITH FABRIC)
RIPRAP, CLASS III
JET / CLEAN STORM PIPE
CLEAN OUT (VACUUM) SUMP
DITCH GRADING
2'X3' CATCH BASIN WITH CASTING PER DETAIL 404
4' DIA CBMH WITH CASTING PER DETAIL 406
SALVAGE AND REINSTALL 18" RCP FLARED END SECTION
18" RCP STORM SEWER, CLASS 5
PATCH DOGHOUSE/INVERT
4" INSULATION
REMOVE AND DISPOSE OF EXISTING STORM SEWER PIPE
REMOVE AND DISPOSE OF EXISTING STORM SEWER STRUCTURE
CONNECT EXISTING STORM SEWER PIPE TO NEW STRUCTURE
CONNECT TO EXISTING STORM SEWER PIPE
1" CURB STOP & BOX
1.5" CURB STOP & BOX
CURB BOX CASTING
1" TYPE "K" COPPER WATER SERVICE
1.5" TYPE "K" COPPER WATER SERVICE
1.5" TYPE "K" COPPER WATER SERVICE, DIRECTIONAL DRILL
6" DIP, CL. 52 WATERMAIN, INCL POLY WRAP
10" HDPE WATERMAIN, DIRECTIONAL DRILL
DUCTILE IRON FITTINGS
10" HDPE TO 8" DIP TRANSITION FITTING
ITEM DESCRIPTION OF PAY ITEM UNIT
CONTRACT THIS PERIOD TOTAL TO DATE
MOBILIZATION
HYDRANT
6" GATE VALVE AND BOX
8" GATE VALVE AND BOX
VALVE BOX EXTENSION
1" CORPORATION STOP W/ SADDLE
1.5" CORPORATION STOP W/ SADDLE
HYDRANT EXTENSION
CONCRETE HYDRANT SPLASH PAD
TRAFFIC CONTROL
CATCH BASIN INLET PROTECTION
CULVERT INLET PROTECTION
SILT FENCE, MACHINE SLICED
CLEARING
GRUBBING
CLEAR BRUSH AT STRUCTURE / END SECTION
CONNECT TO EXISTING 8" WATERMAIN
QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNTITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE
63 LF 800 $27.00 $21,600.00 215.00 $5,805.00 215.00 $5,805.00
64 EA 16 $250.00 $4,000.00 4.00 $1,000.00 4.00 $1,000.00
65 CY 1250 $0.01 $12.50 95.00 $0.95 95.00 $0.95
66 RS 104 $325.00 $33,800.00 84.00 $27,300.00 106.00 $34,450.00
67 LS 1 $25,000.00 $25,000.00 0.30 $7,500.00 0.90 $22,500.00
68 TN 3220 $82.95 $267,099.00 0.00 $0.00 0.00 $0.00
69 TN 4290 $81.90 $351,351.00 2,866.64 $234,777.82 2,866.64 $234,777.82
70 GAL 2380 $0.01 $23.80 175.00 $1.75 175.00 $1.75
71 SY 410 $28.00 $11,480.00 777.00 $21,756.00 777.00 $21,756.00
72 LF 8420 $15.24 $128,320.80 485.00 $7,391.40 485.00 $7,391.40
73 LF 630 $19.86 $12,511.80 694.00 $13,782.84 832.00 $16,523.52
74 LF 210 $22.88 $4,804.80 31.00 $709.28 228.00 $5,216.64
75 LF 160 $27.04 $4,326.40 75.00 $2,028.00 75.00 $2,028.00
76 LF 7900 $11.18 $88,322.00 4,151.00 $46,408.18 7,867.00 $87,953.06
77 LS 1 $2,340.00 $2,340.00 0.00 $0.00 0.00 $0.00
78 SF 80 $9.36 $748.80 0.00 $0.00 0.00 $0.00
79 SF 120 $12.48 $1,497.60 0.00 $0.00 0.00 $0.00
80 SY 420 $96.72 $40,622.40 302.86 $29,292.62 448.86 $43,413.74
81 SY 20 $150.80 $3,016.00 0.00 $0.00 0.00 $0.00
82 SF 610 $21.84 $13,322.40 0.00 $0.00 0.00 $0.00
83 SF 112 $48.88 $5,474.56 0.00 $0.00 0.00 $0.00
84 SF 100 $5.00 $500.00 0.00 $0.00 0.00 $0.00
85 EA 5 $425.00 $2,125.00 7.00 $2,975.00 7.00 $2,975.00
86 EA 17 $26.00 $442.00 0.00 $0.00 0.00 $0.00
87 EA 1 $36.40 $36.40 0.00 $0.00 0.00 $0.00
88 EA 4 $119.60 $478.40 0.00 $0.00 0.00 $0.00
89 SF 100 $93.60 $9,360.00 0.00 $0.00 0.00 $0.00
90 EA 8 $98.80 $790.40 0.00 $0.00 0.00 $0.00
91 EA 3 $364.00 $1,092.00 0.00 $0.00 0.00 $0.00
92 CY 3950 $0.01 $39.50 194.00 $1.94 194.00 $1.94
93 SY 14110 $5.72 $80,709.20 0.00 $0.00 0.00 $0.00
94 SY 13390 $10.92 $146,218.80 0.00 $0.00 0.00 $0.00
95 HR 30 $165.00 $4,950.00 19.00 $3,135.00 27.00 $4,455.00
$3,309,523.20 $674,357.51 $2,137,378.94
TOTALS - BASE CONTRACT $3,309,523.20 $674,357.51 $2,137,378.94
CO1-1 LS 1
$29,630.61 $29,630.61 1.00 $29,630.61 1.00 $29,630.61
$29,630.61 $29,630.61 $29,630.61
CO2-1 LS 1
$1,430.00 $1,430.00 0.00 $0.00 1.00 $1,430.00
CO2-2 LS 1
$4,372.50 $4,372.50 0.00 $0.00 1.00 $4,372.50
CO2-3 LS 1
$2,392.50 $2,392.50 0.00 $0.00 1.00 $2,392.50
CO2-4 LS 1 $4,257.00 $4,257.00 0.00 $0.00 1.00 $4,257.00
$12,452.00 $0.00 $12,452.00
TOTALS - REVISED CONTRACT $3,351,605.81 $703,988.12 $2,179,461.55
CHANGE ORDER NO. 1
HYDROEXCAVATION 8/2/22
HYDROEXCAVATION 8/3/22
HYDROEXCAVATION 8/9/22
PRIVATE SANITARY SEWER FORCEMAIN REPAIR
SUBTOTAL - CHANGE ORDER NO. 2
6" CONCRETE DRIVEWAY PAVEMENT
B612 CONCRETE CURB AND GUTTER
D312 CONCRETE CURB AND GUTTER
SURMOUNTABLE CONCRETE CURB AND GUTTER
RIBBON CONCRETE CURB
CONCRETE MATURITY TESTING
4" CONCRETE SIDEWALK
6" CONCRETE FLUME
TOPSOIL BORROW (LV)
SEED MIXTURE 25-131 & EROSION CONTROL BLANKET
SOD
STREET SWEEPER WITH PICK UP BROOM
REMOVE BARRICADE
SALVAGE AND REINSTALL SIGN
SIGN PANELS TYPE C
STREET NAME BLADE
PERMANENT BARRICADE
6" CONCRETE PEDESTRIAN RAMP
TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]
BITUMINOUS MATERIAL FOR TACK COAT
PATCH BITUMINOUS DRIVEWAY / TRAIL
B418 CONCRETE CURB & GUTTER
SUBGRADE PREPARATION OF RECLAIMED SURFACE
SALVAGE, STOCKPILE, AND RESPREAD RECLAIMED MATERIAL (UTILITY TRENCHES)
TRUNCATED DOME PANELS
SALVAGE AND REINSTALL PAVERS
ADJUST VALVE BOX
REMOVE SIGN AND POST
CONCRETE APPROACH NOSE
4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP
DRAIN TILE CLEANOUT
SUBGRADE CORRECTION (EV)
TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
SUBTOTAL - CHANGE ORDER NO. 1
ADD TRACER WIRE FOR ALL PROJECT SERVICES AND HYDRANTS
CHANGE ORDER NO. 2