HomeMy WebLinkAbout#08 - Library Site Improvements - Pay Request 1 STAFF REPORT
DATE: June 19, 2018
CONSENT
ITEM 8
AGENDA ITEM: Public Library Site Improvements – Pay Request No. 1
SUBMITTED BY: Chad Isakson, Project Engineer
REVIEWED BY: Kristina Handt, City Administrator
Jack Griffin, City Engineer
ISSUE BEFORE COUNCIL: Should the City Council approve Pay Request No. 1 for the Public
Library Site Improvements?
BACKGROUND: Miller Excavating, Inc. was awarded a construction contract to complete the Public
Library Site Improvements in accordance with a Construction Contract dated December 7, 2017.
PROPOSAL DETAILS/ANALYSIS: Miller Excavating, Inc. has submitted Partial Pay Request No. 1
in the amount of $51,924.96. 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 $2,732.89.
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. 1 for the Public Library Site Improvements project. If removed from the
consent agenda, the recommended motion for the action is as follows:
“Move to approve Pay Request No. 1 to Miller Excavating, Inc. in the amount of $51,924.96 for the
Public Library Site Improvements project”.
ATTACHMENTS:
1. Partial Pay Estimate No. 1.
PARTIAL PAY ESTIMATE NO. 1
PUBLIC LIBRARY PARKING LOT IMPROVEMENTS
CITY OF LAKE ELMO, MINNESOTA
PROJECT NO. 2016.132
QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
1 LS 1 $3,400.00 $3,400.00 1.00 $3,400.00 1.00 $3,400.00
2 CY 792 $11.00 $8,712.00 792.00 $8,712.00 792.00 $8,712.00
3 CY 325 $12.50 $4,062.50 325 $4,062.50 325 $4,062.50
4 CY 165 $20.50 $3,382.50 165 $3,382.50 165 $3,382.50
5 TN 150 $115.00 $17,250.00 147.69 $16,984.35 147.69 $16,984.35
6 LF 60 $48.00 $2,880.00 0 $0.00 0 $0.00
7 EA 1 $3,260.00 $3,260.00 1 $3,260.00 1 $3,260.00
8 EA 1 $2,266.00 $2,266.00 0 $0.00 0 $0.00
9 SF 221 $7.40 $1,635.40 93 $688.20 93 $688.20
10 LF 330 $22.65 $7,474.50 362 $8,199.30 362 $8,199.30
11 LF 10 $40.00 $400.00 0 $0.00 0 $0.00
12 EA 2 $550.00 $1,100.00 2 $1,100.00 2 $1,100.00
13 SF 24 $75.00 $1,800.00 24 $1,800.00 24 $1,800.00
14 SF 6 $45.00 $270.00 0 $0.00 0 $0.00
15 LF 230 $5.00 $1,150.00 0 $0.00 0 $0.00
16 EA 2 $100.00 $200.00 0 $0.00 0 $0.00
17 SY 459 $7.00 $3,213.00 0 $0.00 0 $0.00
18 CY 92 $40.00 $3,680.00 32 $1,280.00 32 $1,280.00
19 EA 2 $500.00 $1,000.00 0 $0.00 0 $0.00
20 LF 642 $3.95 $2,535.90 0 $0.00 0 $0.00
21 LF 100 $14.00 $1,400.00 116 $1,624.00 116 $1,624.00
22 EA 2 $165.00 $330.00 1 $165.00 1 $165.00
$71,401.80 $54,657.85 $54,657.85
TOTALS $71,401.80 $54,657.85 $54,657.85
SUBTOTAL ‐ DIVISION 1
DIVISION 1
MOBILIZATION
COMMON EXCAVATION (P)
SELECT GRANULAR – MOD. 5% (CV) (P) (12‐INCH DEPTH)
IMPORT TOPSOIL (CV) (6‐INCH DEPTH)
PEDESTRIAN CURB RAMP
SIGN TYPE C
SILT FENCE, TYPE MS
SODDING TYPE LAWN
TRUNCATED DOMES
CONST DRAINAGE STRUCTURE TYPE 404‐2’x3’ (W/ CASTING)
5‐INCH CONCRETE WALK
CONCRETE CURB & GUTTER DESIGN B618
5‐INCH CONCRETE FLUME
STORM DRAIN INLET PROTECTION
ITEM DESCRIPTION OF PAY ITEM UNIT
CONTRACT THIS PERIOD TOTAL TO DATE
4” SOLID LINE WHITE – EPOXY
4” PVC SCH 40 DRAINTILE WITH COARSE FILTER AGGREGATE (MNDOT SPEC
DRAINTILE CLEANOUT
AGG. BASE, CL. 6 (CV) (PV) (6‐INCH DEPTH)
TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) (3‐INCH DEPTH)
CONST DRAINAGE STRUCTURE TYPE 406 (W/ CASTING) (INCLUDES DIAMET
15” RC PIPE SEWER, DES 3006
PAVT MESSAGE (HANDICAP SYMBOL) – EPOXY