HomeMy WebLinkAbout#11 - Eagle Pt. Blvd Street Impr. Pay Request 61 CIT1' (11'
LAKE ELMO
AYO & COUNCIL CO UNICATION
DATE: November 15, 2016
CONSENT
ITEM tt 11
AGENDA ITEM: Eagle Point Blvd Street and Utility Improvements — Pay Request No. 6
SUBMITTED BY: Ryan Stempski, Project Engineer
THROUGH: Kristina Handt, City Administrator
REVIEWED BY: Jack Griffin, City Engineer
Cathy Bendel, Finance Director
SUGGESTED ORDER OF BUSINESS if removed from the Consent ,Agenda):
Questions from Council to Staff ........ ...... „... Mayor Facilitates
Public Input, if Appropriate.............„................,.........Mayor Facilitates
Call for Motion ....... Nlayor & City Council
Discussion ........ ..... .......................................................... Mayor & City Council
Action on Motion...... ............. .................,.. ........... Mayor Facilitates
POLICY RECOMMENDER: Engineering.
FISCAL IMPACT: None. Partial payment is proposed in accordance with the Contract for the
project. Payment remains within the authorized scope and budget.
SUMMARY AND ACTION REQUESTED: The City Council is respectfully requested to
consider approving, as part of the Consent Agenda, Pay Request No. 6 for the Eagle Point
Boulevard Street and Utility Improvements project.
LEGISLATIVE HISTORY/BACKGROUND INFORMATION: Miller Excavating, Inc., the
Contractor for the project, has submitted Partial Pay Estimate No. 6 in the amount of
$150,298.89. 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 $57,940.47.
RECOMMENDATION: Staff is recommending that the City Council consider approving, as
part of the Consent Agenda, Pay Request No. 6 for the Eagle Point Boulevard Street and Utility
Improvements project. If removed from the consent agenda, the recommended motion for the
action is as follows:
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PROJECT PAY FO
PARTIAL PAY ESTIMATE NO. 6
EAGLE POINT BLVD STREET & UTILITY IMPROVEMENTS
PROJECT NO. 2015.120
PROJECT OWNER:
CITY OF LAKE ELMO
3800 LAVERNE AVENUE NORTH
LAKE ELMO, MN 55042
ATTN: JACK GRIFFIN, CITY ENGINEER
No.
CONTRACT CHANGE ORDER SUMMARY
Approval
Date
1 8/4/2015
2 11/4/2015
3 5/2/2016
Amount
Additions Deductions
$28,500.00
TOTALS $0.00 $28,500,00
NET CHANGE ($28,500.00) 4Derniled Breakdown Attached
CONTRACT TIME
START DATE:
SUBSTANTIAL COMPLETION:
FINAL COMPLETION:
7/31/2015
11/6/2015
9/30/2016
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)
ORIGINAL DAYS
REVISED DAYS
REMAINING
427
0
0
ENGINEER'S CERTIFICATION: FOCUS Engineer
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.
CONTRACTOR'S CERTIFICATION:
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.
APPROVED BY OWNER: CITY OF LAKE ELMO, MINNESOTA
LIY
DATE
ENGINEER
DATE
NGINEERING, inc.
PERIOD OF ESTIMATE
FROM 12/31/2015 TO 9/30/2016
CONTRACTOR:
MILLER EXCAVATING, INC,
3636 STAGECOACH TRAIL NORTH
STILLWATER, MN 55082
ATTN: STEVE ST. CLAIRE, PROJECT MANAGER
PAY ESTIfIATE SUMMARY
$1,249,494,09
-$28,500.00
$1,220,994.09
$1,158,809.37
$0,00
$1,158,809,37
$57,910,47
$950,570,01
$150,298,89
ON SCHEDULE
YES
NO
\
10/24/2016
CONTRACTOR
BY
DATE
BY
DATE
FOCUS Engineermg, inE, PROJECT PAYMENT FORM
1- ITEM
DESCRIPTION DS PAY ITEM
7 CLASS' 6 AGGREGATE RASE
05 ADGEFGATE. TSAI SESINLIALION
49 611115418011S 6220 WEAR COURSE
50 EsIUMINOLIS %NEAR COURSE
51 0)71021,1110115 MATERIAL FOS TAES LE1AF
52 CODER EIS CURB ADD GUTTER
53 1919850AY VALLEY surc8
54 6" CONCRETE DRINEADA7 PAVEMENT
55 Ei1IEN4115016 DRIVEWAY P,AVENIENT
56 PERFORATED 61,112 EDGE. DRAM
57 DRAINERS <LEA/03:71
51 DPAIN1 ILE ECNNEC1106INTO CATCH I10564
55 PRECAST CONCRFTE KALMAN FOR DRAIN 11.5
141 ADIUST 91/101101.8 CASTING
6' A01.055GAT E VALVE BOX
67 FURNISH SIGH PANEL
63 INSTALL SIGH PANELS
('1 4' SOLID LINE WHILE EPDXY
FS 4LSOLI0LINE YELLOW EALTAY
E6 LEI 81108814 LIGE VEIL CNV EPDXY
67 SLOP 8Aft - POLE PREFORME D
611 ISMINDLARY FAVSNIENT STRIPING
69 PAVEMENT MARKINGS FOIE PFIESCIINIED
51.91101AL - DIVISION 5
TOTALS - BASE CONTRACT
CHANGE ORDER NO, 1
901-1 DE9FENLATE 0 PVC EDGE GRAIN
C01-2 911465111E CLIANOLEI
TOTALS - CHANGE ORDER NO, 1
CONTRACT AMOONF 151I5 PERtOO TO7A1 TO OAT E
LINO
032A9TI IT LIFII I PRICE ANIOUFIE O1IAF1G1 Y AMCRIFIT 0171AN00)5 AMOUNT
TN 9.850,110 512 65 5124.602.50 0.20 50.20 8,869 cc 0012..192.85
TN 9.09 580-0C 5729-60 0.00 50570 7.20 5576E9
TN 1,625.0 562.00 5113.1.526u 0.00 59.CU 1,724 c9 5166,857.98
TN 1,875191 567.22 511.3.).50.00 1,714 16 5112.210.32 1E774,347 5110,919 37
GA SEE 99 53,20 97,52.26.06 875 0, 52.925.02 1,030,C0 93,056.110
Lf 6,571666 5 17.00 579.157709 LEGO 50.00 6,677.812 569,124.00
E A 4 00 $2.270.:10 311,020.2C 0.00 Sv.22 3.00 $8,912.00
SY 49 20 535.09 52.729.92 0.00 50.00 42,50 57233 LSO
5'Y 795.CU 577-02 57,065,00 U.00 $0.00 149.00 54,023.99
if 6 652 CO 59,00 $59,941109 0,00 50 22 4,273.00 51-6*0-09
EA 501E1 5150.00 $ 7,501E9 0.00 i0.00 31.00 54,00543
EA 8 DO 5100,60 53 MU 00 0.00 SU 00 &CO $3.100 CO
FA 6 ED 5515.CU 51,090,10 0.00 517.00 6.00 63,090.03
EA 1.00 $500 CO 57,46090 0.00 50.00 5 CO $3,00G.02
(A 50.00 515.0.00 26,200 CO 0.00 50.00 16.00 $5,500.02
58 15,00 545.55 675.01.1 0.00 50.00 15 CO 5675 CO
En 2 GO $200.00 $402 CO 0.00 $0.00 2.00 5400,00
iF 2,115 60 5953 53 771 48 7,136.00 53,771 45 7,115 CO 53.771 45
LE 1,874.90 50.53 -.C90 "2 12524.50 5897.72 1,524 CO 5807,72
Li 2,5158 ED $0.53 51 355.74 2,558,60 5',355.74 2,558.00 51,356,74
EA 209 51,260,C9 SE. 40171711 7.6C p.accERI 2750 50409 CD
ES 1 90 56,5120,00 54,5170,02 n il0 5900 1 co 54,560.09
SA 10,09 5315.2C $E,Lsc.co io OC 58.159,00 LO CO S6,150,00
596 /,1044 512.9,12025 5093,153,51
Li (2 850.601
Et, (19 cc)
59.00
5150.02
$1,249,494.09 $158,209.36 51,158,809,27
525,652 00
-5 C,esu i‘c
-$23,500.02
0 00
0.01
S0.00
S0.00
$0.00
$0 00
50 2'1
$0.02
TOTALS - REVISED CONTRACT $1,221024.09 $158,209.36 $1,158,809.37