HomeMy WebLinkAbout#15 - Whistling Valley Pay Req 6 STAFF REPORT
DATE: October 18, 2022
CONSENT
AGENDA ITEM: Approve Pay Request No. 6 for the Whistling Valley 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. 6 for the Whistling Valley Street and Utility Improvements? BACKGROUND: Jacon, LLC was awarded a construction contract on January 4, 2022 to complete the
Whistling Valley Street and Utility Improvements. Work remains in progress with a substantial completion date of October 14, 2022 and final completion date of November 25, 2022. PROPOSAL DETAILS/ANALYSIS: Jacon, LLC has submitted Partial Pay Request No. 6 in the amount of $164,734.93. 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 $101,745.20. 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. 6 for the Whistling Valley 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. 6 to Jacon, LLC in the amount of $164,734.93 for the Whistling Valley Street and Utility Improvements”. ATTACHMENTS:
1. Partial Pay Estimate No. 6.
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
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
4/18/2022
11/25/2022
REVISED DAYS
REMAINING
221
0
56
10/14/2022
ORIGINAL DAYS
CONTRACT CHANGE ORDER SUMMARY PAY ESTIMATE SUMMARY
6
9/30/20229/1/2022FROM
WHISTLING VALLEY UTILITY AND STREET IMPROVEMENTS
PROJECT NO. 2020.123
CITY OF LAKE ELMO
3800 LAVERNE AVENUE NORTH
LAKE ELMO, MN 55042
ATTN: JACK GRIFFIN, CITY ENGINEER
JACON, LLC
3900 LABORE ROAD
VADNAIS HEIGHTS, MN 55110
ATTN: DWIGHT JOHNSON
CONTRACT TIME
TOTALS $173,260.35 $0.00 $164,734.93
NET CHANGE $173,260.35
$101,745.285.0%
$1,768,425.33
CO-3 7/19/2022 $2,802.29 $0.00
CO-4 9/2/2022 $12,432.00 $2,034,905.54
CO-1 3/15/2022 $141,959.85 $2,443,866.80
CO-2 6/7/2022 $16,066.21 $2,034,905.54
No.Approval
Date
Amount $2,270,606.45
Additions Deductions $173,260.35
FOCUS Engineering, inc.PROJECT PAYMENT FORM
gg,
10/10/22
Dwight Johnson Digitally signed by Dwight JohnsonDN: C=US, E=dwight@jaconco.com, O=Jacon LLC, OU=Project Manager, CN=Dwight JohnsonReason: I have reviewed this documentDate: 2022.10.12 09:21:31-05'00'
PARTIAL PAY ESTIMATE NO. 6
WHISTLING VALLEY UTILITY AND STREET IMPROVEMENTS
CITY OF LAKE ELMO, MINNESOTA
PROJECT NO. 2020.123
QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
1 LUMP SUM 1 $122,784.30 $122,784.30 0.00 $0.00 1.00 $122,784.30
2 ACRE 1 $12,012.90 $12,012.90 0.00 $0.00 0.11 $1,321.42
3 LIN FT 4679 $5.43 $25,406.97 0.00 $0.00 4,823.00 $26,188.89
4 SQ YD 13 $31.05 $403.65 0.00 $0.00 0.00 $0.00
5 SQ YD 30 $10.35 $310.50 0.00 $0.00 22.00 $227.70
6 SQ YD 34 $190.00 $6,460.00 34.00 $6,460.00 34.00 $6,460.00
7 LIN FT 670 $5.00 $3,350.00 34.00 $170.00 670.00 $3,350.00
8 SQ YD 55 $35.00 $1,925.00 0.00 $0.00 50.00 $1,750.00
9 SQ YD 23218 $5.00 $116,090.00 0.00 $0.00 23,218.00 $116,090.00
10 SQ YD 200 $10.35 $2,070.00 56.00 $579.60 200.00 $2,070.00
11 EACH 19 $45.00 $855.00 0.00 $0.00 0.00 $0.00
12 EACH 37 $341.89 $12,649.93 0.00 $0.00 10.00 $3,418.90
13 EACH 46 $200.00 $9,200.00 0.00 $0.00 46.00 $9,200.00
14 EACH 18 $150.00 $2,700.00 0.00 $0.00 28.00 $4,200.00
15 EACH 12 $50.00 $600.00 0.00 $0.00 12.00 $600.00
16 CU YD 10448 $0.79 $8,253.92 0.00 $0.00 693.00 $547.47
17 SQ FT 824 $7.32 $6,031.68 0.00 $0.00 0.00 $0.00
18 CU YD 4890 $31.20 $152,568.00 400.00 $12,480.00 5,165.00 $161,148.00
19 CU YD 3869 $20.30 $78,540.70 400.00 $8,120.00 3,939.00 $79,961.70
20 HOUR 40 $120.00 $4,800.00 0.00 $0.00 29.00 $3,480.00
21 TON 2210 $90.00 $198,900.00 0.00 $0.00 838.00 $75,420.00
22 TON 2945 $83.00 $244,435.00 53.37 $4,429.71 1,141.37 $94,733.71
23 TON 200 $156.00 $31,200.00 7.03 $1,096.68 55.03 $8,584.68
24 GAL 1628 $2.00 $3,256.00 0.00 $0.00 600.00 $1,200.00
25 LIN FT 1458 $14.00 $20,412.00 1,164.00 $16,296.00 1,458.00 $20,412.00
26 EACH 14 $250.00 $3,500.00 11.00 $2,750.00 14.00 $3,500.00
27 LIN FT 55 $21.00 $1,155.00 0.00 $0.00 40.00 $840.00
28 EACH 1 $420.00 $420.00 0.00 $0.00 1.00 $420.00
29 EACH 1 $12,300.00 $12,300.00 0.00 $0.00 0.00 $0.00
30 EACH 2 $1,500.00 $3,000.00 2.00 $3,000.00 2.00 $3,000.00
31 EACH 18 $675.00 $12,150.00 0.00 $0.00 19.00 $12,825.00
32 EACH 14 $500.00 $7,000.00 11.00 $5,500.00 14.00 $7,000.00
33 EACH 2
$4,025.00 $8,050.00 0.00 $0.00 2.00 $8,050.00
34 EACH 12 $7,500.00 $90,000.00 0.00 $0.00 12.00 $90,000.00
35 EACH 71 $770.00 $54,670.00 0.00 $0.00 44.00 $33,880.00
36 EACH 37 $485.00 $17,945.00 0.00 $0.00 37.00 $17,945.00
37 EACH 37 $550.00 $20,350.00 0.00 $0.00 37.00 $20,350.00
38 LIN FT 1189 $36.60 $43,517.40 0.00 $0.00 1,212.00 $44,359.20
39 EACH 11 $3,283.15 $36,114.65 0.00 $0.00 11.00 $36,114.65
40 LIN FT 112 $116.70 $13,070.40 0.00 $0.00 85.00 $9,919.50
41 LIN FT 816 $81.00 $66,096.00 0.00 $0.00 485.00 $39,285.00
42 LIN FT 6691 $71.25 $476,733.75 0.00 $0.00 6,993.00 $498,251.25
43 SQ YD 56 $34.00 $1,904.00 0.00 $0.00 23.60 $802.40
44 LB 3040 $6.83 $20,763.20 0.00 $0.00 3,026.00 $20,667.58
45 LIN FT 3849 $30.36 $116,855.64 255.00 $7,741.80 4,889.00 $148,430.04
46 LIN FT 1310 $30.80 $40,348.00 0.00 $0.00 1,665.00 $51,282.00
47 LIN FT 5284 $13.86 $73,236.24 0.00 $0.00 4,311.00 $59,750.46
48 SQ YD 13 $110.00 $1,430.00 13.00 $1,430.00 13.00 $1,430.00
49 EACH 19 $2,079.00 $39,501.00 9.00 $18,711.00 19.00 $39,501.00
50 LUMP SUM 1 $6,500.00 $6,500.00 0.00 $0.00 0.85 $5,525.00
51 SQ FT 63.31 $130.00 $8,230.30 0.00 $0.00 0.00 $0.00
52 EACH 10 $340.00 $3,400.00 0.00 $0.00 0.00 $0.00
53 LIN FT 1000 $3.00 $3,000.00 0.00 $0.00 0.00 $0.00
54 EACH 34 $220.00 $7,480.00 0.00 $0.00 17.00 $3,740.00
55 CU YD 678 $40.25 $27,289.50 0.00 $0.00 531.00 $21,372.75
56 SQ YD 6401 $11.67 $74,699.67 0.00 $0.00 4,332.00 $50,554.44
57 ACRE 0.5 $4,500.00 $2,250.00 0.00 $0.00 0.00 $0.00
58 SQ YD 2505 $2.60 $6,513.00 0.00 $0.00 0.00 $0.00
59 CY YD 50 $149.50 $7,475.00 0.00 $0.00 58.00 $8,671.00
60 EACH 2 $1,750.00 $3,500.00 0.00 $0.00 1.00 $1,750.00
61 LIN FT 12301 $3.00 $36,903.00 0.00 $0.00 7,080.00 $21,240.00
$2,412,566.30 $88,764.79 $2,003,605.04
ADJUST CASTING
ADJUST CATCH BASIN
REMOVE CASTING
GEOTEXTILE FABRIC, TYPE V
GEOGRID
MOBILIZATION**
REMOVE BITUMINOUS WALK
REMOVE SIGN
SALVAGE AND REINSTALL MAIL BOX ASSEMBLY**
CLEARING AND GRUBBING**
REMOVE CONCRETE CURB AND GUTTER
REMOVE CONCRETE DRIVEWAY PAVEMENT
REMOVE BITUMINOUS DRIVEWAY PAVEMENT
SALVAGE AND REINSTALL DRIVEWAY PAVERS
SAWING PAVEMENT (FULL DEPTH)
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS PAVEMENT (P)**
ITEM DESCRIPTION OF PAY ITEM UNIT
CONTRACT THIS PERIOD TOTAL TO DATE
TYPE SP 9.5 WEARING COURSE MIX (2,B) (DRIVEWAYS & TRAIL)
BITUMINOUS MATERIAL FOR TACK COAT
4" PVC SCHEDULE 40 PERF PE PIPE DRAIN W/ BACKFILL AND WRAP
DRAINTILE CLEANOUT
12" HDPE STORM SEWER PIPE
AGGREGATE BASE CL 6 (CV)(P)**
COMMON EXCAVATION (P)**
STREET SWEEPING
TYPE SP 9.5 WEARING COURSE MIX (2,C)
TYPE SP 12.5 WEARING COURSE MIXTURE (2,C)
12" FLARED END SECTION
6" CONCRETE HEADWALL
CONCRETE FLUME
FURNISH AND INSTALL CASTING ASSEMBLY R-3067-V
CONNECT DRAINTILE TO EXISTING STORM STRUCTURE
CONNECT TO EXISTING WATERMAIN
HYDRANT AND GATE VALVE ASSEMBLY
10" HDPE TO 8" DIP TRANSITION FITTING
1.5" CURB STOP & BOX
1.5" CORPORATION STOP
1.5" TYPE K COPPER PIPE
8" GATE VALVE AND BOX
6" WATERMAIN DUCTILE IRON CL 52
8" WATERMAIN DUCTILE IRON CL 52
10" HDPE DR 11 WATERMAIN (DIRECTIONAL DRILLING) W/ 4700 LB TRACER WIRE**
4" INSULATION
DUCTILE IRON FITTINGS
CONCRETE CURB AND GUTTER DESIGN D412
CONCRETE CURB AND GUTTER DESIGN B618
24" CONCRETE RIBBON CURB
6" CONCRETE DRIVEWAY PAVEMENT
INSTALL CONCRETE PEDESTRIAN RAMP
TRAFFIC CONTROL
SIGN PANELS TYPE C
SIGN PANELS TYPE SPECIAL (STREET NAME SIGN)
SILT FENCE PREASSEMBLED
STORM DRAIN INLET PROTECTION
COMMON TOPSOIL BORROW PULVERIZED (LV)
SODDING TYPE MINERAL**
SEEDING (SEED MIXTURE TYPE 25-141)
EROSION CONTROL BLANKETS CATEGORY 3N
CLASS 3 RIP-RAP WITH GEOTEXTILE FABRIC
TEMPORARY ROCK CONSTRUCTION ENTRANCE
SEDIMENT CONTROL LOG
QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
ITEM DESCRIPTION OF PAY ITEM UNIT
CONTRACT THIS PERIOD TOTAL TO DATE
NOTE: ** PREVAILING WAGE COSTS INCLUDED IN UNIT PRICE PER CHANGE ORDER NO.1 Orig. Contract Amount $2,270,606.45
CO-1 $141,959.85
TOTALS - BASE CONTRACT $2,412,566.30 $88,764.79 $2,003,605.04
CO2-1 LS 1
$16,066.21 $16,066.21 0.00 $0.00 1.00 $16,066.21
$16,066.21 $0.00 $16,066.21
CO3-1 LS 1
$368.00 $368.00 0.00 $0.00 1.00 $368.00
CO3-2 LF 53
$45.93 $2,434.29 0.00 $0.00 53.00 $2,434.29
$2,802.29 $0.00 $2,802.29
CO4-1 EA 12
$1,036.00 $12,432.00 12.00 $12,432.00 12.00 $12,432.00
$12,432.00 $12,432.00 $12,432.00
TOTALS - REVISED CONTRACT $2,443,866.80 $101,196.79 $2,034,905.54
SUBTOTAL - CHANGE ORDER NO. 2
ADD TRACER WIRE FOR ALL PROJECT SERVICES AND HYDRANTS
CHANGE ORDER NO. 3
SALVAGE OF EXISTING BASE MATERIAL
SUBTOTAL - CHANGE ORDER NO. 3
CONCRETE VALLEY GUTTER
CHANGE ORDER NO. 4
HYDRANT SPLASH PAD
SUBTOTAL - CHANGE ORDER NO. 4
CHANGE ORDER NO. 2
See note above and Change Order-1 for detail