HomeMy WebLinkAbout4.k. Approve Final Payment for Shannon Hills 2nd Addition, City Project #216�J-
CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: August 20, 1991
AGENDA ITEM: Approve Final Pay Estimate,
AGENDA SECTION:
Shannon Hills 2nd Addition, Project #216
Consent
PREPARED BY: Ron Wasmund
AGENDA TEM # 4 K
PTEM
Public Works Director/Building Official
ATTACHMENTS: Pay Estimate
APP , Y:
J /
This item consists of authorization for the final payment for Shannon
Hills 2nd Addition Street & Utilities Improvements, City Project #216
in the amount of $42,233.54 to Ceca Utilities, Inc.
We have received the Minnesota Department of Revenue IC -134 from the
Contractor and Sub -Contractors. We have also received the Consent of
Surety and Lien Waivers.
All work has been completed, inspected and found to be in compliance
with the contract documents. A one year warranty period will begin
upon contractors receipt of final payment.
It is Staffs recommendation to make final payment at this time.
RECOMMENDED ACTION: MOTION TO APPROVE THE 3RD AND FINAL PAYMENT FOR
SHANNON HILLS 2ND ADDITION STREET AND UTILITIES IMPROVEMENTS, PROJECT #
216 IN THE AMOUNT OF $42,233.54 TO CECA UTILITIES, INC.
COUNCIL ACTION:
3
Estimate Voucher No. 3 CONSTRUCTION PAYMENT VOUCHER
------ ------------------
Date JULY 31, 1991 For Period Ending JULY 10, 1991
------------------------------------------ ------------------
Project No. CITY PROJECT NO. 216 CITY CONTRACT NO. 1990 - 5
---------------------------------------------------------------------------------------------
Class of Work UTILITIES AND STREET IMPROVEMENTS
Location
SHANNON HILLS SECOND ADDITION
Burnsville, Minnesota 55337
--------------------------------------------------------
Ph (612) 890-6169
For
CITY OF ROSEMOUNT, MINNESOTA
------------------------
Fax (612) 890-5701
A.
--------------------------------
Original Contract Amount #
280,466.20
B.
-----------------------
Total Additions S
------------------------
1,820.00
C.
Total Deductions #
0.00
D.
------------------------
Total Funds Encumbered
# 282,2B6.20
E.
Total Value of Work Certified to Date
------------------------
# 266,605.B2
F.
Less Retained Percentage
7 ----------------
X # 0.00
6.
-------------
Less Total Previous Payments
------------------------
# 224,372.28
H.
Total Payments Including This Voucher
------------------------
# 266,605.82
I.
Balance Carried Forward
------------------------
# 15,680.38
J.
APPROVED FOR PAYMENT,
------------------------
T H 1 S VOUCHER $ 42,233.54
APPROVALS
------------------------
ORR-SCHELEN-MAYERON
-------------------------------------------------------------------------=
k ASSOCIATES, INC.
Pursuant to
our field observation, as performed in accordance
with our contract, and based on our professional opinion,
materials
are satisfactory and the work properly performed
in accordance with the plans and specifications and that the
total work
is 100 % completed as of JULY
10, 1991 . We hereby re ommend payment of this voucher.
Signed
-------- -----------------------------
Signed
------------------------------------------------------------------------------------------------------------------------
Construction Observer
This is to
certify that to the best of my knowledge,
information, and belief, the quantities and values of work
certified
herein is a fair approximate estimate for the
period covered by th' voucher.
Contractor
Ceca Utilities, Inc.------------
_� /%
Signed By----
� - -- - � --
Date :
--------------�-
h-
Title
City of
-----------------------------------
------------------------------------------------------------
Rosemount Approved for payment
Voucher
------------------------------------
---------------------------------------------
Checked By
:
Authorized Representative
Date :
---------------------------------------------
Page 1 of
------------------------------------
4 - 4653
TE VOUCHER NO. 3 6 FINAL
----------------
JULY 31, 1991
-IES AND STREET IMPROVEMENTS
JN HILLS SECOND ADDITION
ROJECT NO. 216 CITY CONTRACT NO. 1990 - 5
yM
JF ROSEMOUNT, MINNESOTA
:ct Date September 27, 1990
:ompleted July 10, 1991
SPEC,
NO. ITEM
-----------------
LE 'A' - STREETS
564.602 F it I STREET SIGNS (COMP. ASSEMBLY)
564.602 F t I BARRICADES
DIV. II CLEAR AND GRUB
2112.501 SUB6RADE PREPARATION
2211.501 A66REGATE BASE - CLASS 5
2331.504 BITUMINOUS MATERIAL FOR MIXTURE
2331.514 2331 BITUMINOUS BASE COURSE
2341.504 BITUMINOUS MATERIAL FOR MIXTURE
2341.508 2341 BITUMINOUS WEAR COURSE
2357.502 BITUMINOUS MATERIAL FOR TACK COAT
2531.501 CONCRETE CURB t GUTTER D 416
2573.502 EROSION CONTROL
2575.501 SEEDING
2575.505 SODDING, TYPE 'A', LAWN t BOULEVARD
2575.523 FIBER BLANKETS, TYPE HI6H VELOCITY
TOTAL SCHEDULE 'A' - STREETS
SLE 'B' - BITUMINOUS TRAIL
CONTRACTOR : Ceca Utilities, Inc.
201 W. Travelers Trail
Burnsville, Minnesota 55337
Ph (612) 890-6169
Fax (612) 890-5701
Work Started : October 3, 1990
Completion Date June 30, 1991
WORK COMPLETED
CONTRACT THIS AMOUNT TOTAL TO DATE
QUANTITY UNIT UNIT PRICE TOTAL PRICE MONTH THIS MONTH QUANTITY TOTAL PRICE
2 EA.
2 EA.
10 TREE
21.4 R.S.
3050 TON
31.8 TON
635 TON
39.4 TON
635 TON
350 GAL.
4300 L.F.
500 L.F.
0.8 ACRE
7500 S.Y.
1000 S.Y.
DIV. II 6' WIDE BITUMINOUS TRAIL 1055
OT -t CHANGE ORDER NO. 1 ATTACHED
TOTAL SCHEDULE 'B' - BITUMINOUS TRAIL
TLE 'C' - STORM DRAIN
2503.541 12' R.C.P. C.B. LEADS CL IV
2503.541 15' R.C.P. C. B. LEADS CL IV
2503.541 18' R.C.P. CL III
2503.541 36' R.C.P. CL III
2503.541 36' R.C.P. CL IV
2503.513 36' RCP F.E.S. W/ TR. GUARD
2506.508 EXCESS 4' DIA. MH DEPTH > 8'
2506.508 STANDARD 4' DIA. STM. MH (0 - 8')
2506.508 EXCESS 5' DIA. MH DEPTH > 8'
2506.508 STANDARD 5' DIA. STM. MH (0 - 8')
2506.508 5' DIA. CATCH BASIN MAN HOLE (0 - 8')
2506,508 EXCESS 6' DIA. MH DEPTH > 8'
2506.508 6' DIA. CATCH BASIN MANHOLE (0 - 8')
Page 1 of 4 - 4653
225.00
200.00
50,00
100.00
5.00
155.00
10.70
155.00
11.70
1.40
4.25
1.50
700.00
2.00
1.50
450.00
400.00
500.00
2,140.00
15,250.00
4,929.00
6,794.50
6,107.00
7,429.50
490.00
18,275.00
750.00
560.00
15,000.00
1,500.00
80,575.00
8.25 6,703.75
------------
_5 6,703.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
32.6 5,053.00
543 6,353.10
340 476.00
0.00
0.00
0.00
3380 6,760.00
0.00
$ 18,642.10
1,055 6,703.75
------------
8,703.75
0.00
2 400.00
6 300.00
21.4 2,140.00
21729 13,645.00
32i3 5,006.50
645 6,901.50
32.6 5,053.00
543 6,353.10
415 581.00
4,202 17,858.50
360 540.00
0.00
3,380 6,760.00
0.00
$ 65,53B.60
1,055 8,703.75
------------
f 8,703.75
180
L.F.
14.60
2,628.00
0.00
186
2,715.60
75
L.F.
15.55
1,166.25
0.00
7E
1,181.80
405
L.F.
16.95
6,864.75
0.00
405
6,864.75
937
L.F.
35.35
33,122.95
0.00
929
32,840.15
395
L.F.
41.40
161353.00
0.00
395
16,353.00
1
EA.
1116.00
1,116.00
0.00
1
1,116.00
2.0
L.F.
46.00
96.00
0.00
0.4
19.20
3
EA.
740.00
2,220.00
0.00
3
2,220.00
15.1
L.F.
82.00
1,238.20
0.00
9
738.00
4
EA.
1156.00
4,624.00
0.00
4
41624.00
2
EA.
1236.00
2,472.00
0.00
2
2,472.00
2.1
L..,
114.00
239.40
0.00
2.4
273.60
2
EA.
1774.00
3,546.00
0.00
2
3,546.00
-iMATE VOUCHER NO. 3 & FINAL
----------------
-E JULY 31, 1991
iLITIES AND STREET IMPROVEMENTS
ANNON HILLS SECOND ADDITION
TY PROJECT NO. 216 CITY CONTRACT NO. 1990 - 5
THE
TY OF ROSEMOUNT, MINNESOTA
TOTAL SCHEDULE 'C' - STORM DRAIN
4EDULE 'D' - WATER MAIN
35 2611.500 B' DIP CL 52 WATERMAIN
'6 2611.500 6' DIP CL 52 WATERMAIN
37 2611.500 8' GATE VALVE & BOX
38 2611.500 6' GATE VALVE & BOX
'9 2611.500 HYDRANTS
40 2611.500 HYDRANT EXTENSIONS
11 2611.500 FITTINGS
=2 2611.500 1' CORPORATION COCKS
2611.500 1' CURB STOP & BOX
=4 2611.500 1' COPPER SERVICE PIPE
45 2611.500 CONNECT TO EXISTING WATER MAIN
TOTAL SCHEDULE 'D' - WATER MAIN
MIEDULE 'E' - SANITARY SEWER
46 2621.500 8' PVC PIPE SAN SWR SDR 35
2621.500 8' PVC PIPE SAN SWR SDR 26
:.i 2621.500 S' x 4' PVC SEWER WYES
47 2621.500 4' PUC SERVICE PIPE (INCL RISERS)
50 2621.500 STD SAN. SWR MANHOLE 4' DIA. (0 - 8')
i 2621.500 EXCESS MANHOLE DEPTH OVER 8'
52 2621.500 CLEAN - OUT
53 2611.500 GRANULAR FOUNDATION
8 B1,569.05 $ 0.00 $ 80,846.10
980
L.F.
14.05
13,769.00
0.00
988
WORE: COMPLETED
1270
L.F.
=M SPEC.
14,922.50
0.00
1,194
CONTRACT
THIS AMOUNT
TOTAL
TO DATE
1. NO.
--------------------------------------------------------------------------------------------------------------------------------
ITEM
QUANTITY
UNIT
UNIT PRICE
TOTAL PRICE
MONTH THIS MONTH
QUANTITY
TOTAL PRICE
30 2506.509
CATCH BASIN TYPE A
7
EA.
485.00
3,395.00
0.00
7
3,395.00
'1 2506.509
CATCH BASIN TYPE B
3
EA.
520.00
1,560.00
0.00
3
1,560.00
'2 2511.507
CL IV GROUTED RIP RAP
20
C.Y.
35.00
700.00
0.00
20
700.00
33 2511.513
GRANULAR FILTER
15
TON
15.00
225.00
0.00
15
225.00
34 2611.500
GRANULAR FOUNDATION
50
TON
0.01
0.50
0.00
10,301.50
0.00
TOTAL SCHEDULE 'C' - STORM DRAIN
4EDULE 'D' - WATER MAIN
35 2611.500 B' DIP CL 52 WATERMAIN
'6 2611.500 6' DIP CL 52 WATERMAIN
37 2611.500 8' GATE VALVE & BOX
38 2611.500 6' GATE VALVE & BOX
'9 2611.500 HYDRANTS
40 2611.500 HYDRANT EXTENSIONS
11 2611.500 FITTINGS
=2 2611.500 1' CORPORATION COCKS
2611.500 1' CURB STOP & BOX
=4 2611.500 1' COPPER SERVICE PIPE
45 2611.500 CONNECT TO EXISTING WATER MAIN
TOTAL SCHEDULE 'D' - WATER MAIN
MIEDULE 'E' - SANITARY SEWER
46 2621.500 8' PVC PIPE SAN SWR SDR 35
2621.500 8' PVC PIPE SAN SWR SDR 26
:.i 2621.500 S' x 4' PVC SEWER WYES
47 2621.500 4' PUC SERVICE PIPE (INCL RISERS)
50 2621.500 STD SAN. SWR MANHOLE 4' DIA. (0 - 8')
i 2621.500 EXCESS MANHOLE DEPTH OVER 8'
52 2621.500 CLEAN - OUT
53 2611.500 GRANULAR FOUNDATION
8 B1,569.05 $ 0.00 $ 80,846.10
980
L.F.
14.05
13,769.00
0.00
988
13,881.40
1270
L.F.
11.75
14,922.50
0.00
1,194
14,029.50
2
EA.
421.00
842.00
0.00
2
842.00
2
EA.
309.00
618.00
0.00
2
618.00
5
EA.
1002.00
5,010.00
0.00
5
5,010.00
10
L.F.
205.00
2,050.00
0.00
2
410.00
2000
LB.
0.75
1,500.00
0.00
1,925
1,443.75
40
EA.
25.20
1,008.00
0.00
40
1,OOB.00
40
EA.
60.80
2,432.00
0.00
40
2,432.00
1800
L.F.
5.50
9,900.00
0.00
1,873
10,301.50
1
EACH
200.00
200.00
------------
0.00
1
------------
200.00
------------
9
52,251.50 4
0100
$
50,176.15
TOTAL SCHEDULE °E' - SANITARY SEWER
Page 3 of 4 - 4653
1663
L.F.
10.75
18,092.25
0.00
11,676
18,017.00
410
L.F.
15.80
6,476.00
0.00
409
6,462.20
40
EA.
24.50
980.00
0.00
40
980.00
1800
L.F.
4.85
8,730.00
0.00
1,888
9,156.80
11
EA.
940.90
10,349.90
0.00
11
10,349.90
40.0
L.F.
48.00
1,920.00
0.00
46.9
2,251.20
1
EACH
185.00
185.00
0.00
1
185.00
50
TON
0.01
0.50
0.00
0.00
4 46,735.65 $ 0.00 $ 47,402.10
VOUCHER NO. 3 t FINAL
----------------
JULY 31, 1991
_IES AND STREET IMPROVEMENTS
]N HILLS SECOND ADDITION
'ROJECT NO. 216 CITY CONTRACT NO. 1990 - 5
;E
IF ROSEMOUNT, MINNESOTA
SPEC.
NO. ITEM
WORK COMPLETED
CONTRACT THIS AMOUNT TOTAL TO DATE
QUANTITY UNIT UNIT PRICE TOTAL PRICE MONTH THIS MONTH QUANTITY TOTAL PRICE
SUB -TOTAL - SUM OF SCHEDULES °A` THRU °E°
i
269,634.95
i 27,345.85
DIV. II MOBILIZATION (2X MAX OF SUB -TOTAL) 1 L.S.
3000.00
3,000.00
0.00
DIV. II CLEAN-UP (2% MINIMUM OF SUB -TOTAL) 1 L.S.
5000.00
5,000.00
0.95 4,750.00
GRAND TOTAL BASE BID
277,834.95
32,095.85
TERNATE NO. i
--------------
DDITIONAL COST FOR CLASS 5 AGGREGATE BASE 100 % CRUSHED ROCK IN LIEU OF
STANDARD CLASS 5 AGGREGATE BASE.
3050 TONS 1.50 4,575.00
------------
TOTAL ALTERNATE NO. 1 $ 4,575.00
BRAND TOTAL BASE BID PLUS ALTERNATE NO. 1 2B2,409.95
Supplemental Agreement No. i
Supplemental Agreement No. 2
TOTAL TO DATE
age 4 of 4 - 4653
5 282,409.95
0.00
------------
6 0.00
1 32,095.85
576.62
4 32,674.47
S 252,666.70
1 3,000.00
1 5,000.00
S 260,666.70
2,729 4,093.50
------------
$ 4,093.50
$ 264,760.20
1,267.00
578.62
$ 266,605.62-
age
66,605.82
�Pleoental Agreement No. 1
JULY 31, 1991
LITIES AND STREET IMPROVEMENTS
ANNON HILLS SECOND ADDITION
TY PROJECT NO. 216 CITY CONTRACT NO. 1990 - 5
THE
TY OF ROSEMOUNT, MINNESOTA
CONTRACTOR : Ceca Utilities, Inc.
201 W. Travelers Trail
Burnsville, Minnesota 55337
Ph (612) 890-6169
Fax (612) 890-5701
WORK COMPLETED
:-M SPEC. CONTRACT THIS AMOUNT TOTAL TO DATE
NO. ITEM QUANTITY UNIT UNIT PRICE TOTAL PRICE MONTH THIS MONTH QUANTITY TOTAL PRICE
--------------------------------------------------------------------------------------------------------------------------------
Payment for labor and materials to the contractor,
Ceca Utilities, Inc., necessary for added 'Winter Construction'
costs of the concrete for curb & gutter construction on Nov.
19 & 20, 1990.
Method of payment, 'Time and Materials',
equal to $4.82 per cubic yard of concrete 4.82 263 1,267.00
1 of 1 - 4653
xental Agreement No. 2
------------
JULY 31, 1991
-------------------------
TES AND STREET IMPROVEMENTS
N HILLS SECOND ADDITION
ROJECT NO. 216 CITY CONTRACT NO. 1990 - 5
,F ROSEMOUNT, MINNESOTA
CONTRACTOR : Ceca Utilities, Inc.
201 W. Travelers Trail
Burnsville, Minnesota 55337
Ph (612) 890-6169
Fax (612) 890-5701
WORK COMPLETED
SPEC. CONTRACT THIS AMOUNT TOTAL TO DATE
NO. ITEM QUANTITY UNIT UNIT PRICE TOTAL PRICE MONTH THIS MONTH QUANTITY TOTAL PRICE
----------------------------------------------------------------------------------------------------------------------------
'ayment for labor, equipment and materials to the contractor,
leca Utilities, Inc. , necessary for installation of trash
:ward for 42' F.E.S. on south side of 145th St. per City
equested.
Method of payment, 'Time and Materials', invoice
dated 7/23/91 plus 10 % prime contractor's 526.02 526.02
markup as per MnDOT 1 1704 D 52.60 52.60
------------ ------------
i 578.62 i 578.62
of I - 4653
0 Ti. rlw)
L
T
PROJ ECT NAMEiS.P. NO.
.F*',,�)1"11\1"1,....I),I,(.ilylol,ll) PATH
".-Y SpFyIAL 11
NORTI.-I 113)TAR ('11011C C
I'M Y t-3 5 3
F, 01. IJ x "t 15
60`10
26001
PURCHASE ORDER SALES ORDER NO. CUSTOMER NO. TERMS
SUB TOfALS,'i.
"i ,
SALES TAX-: M-3 313)
------------------ -
:10,*.,), 1 a
526. 02
4. 6'
2 N,
AMOUNT DUE'
PLEASE PAY FROM THIS INVOICE. NO OTHER DOCUMENTS WILL BE SENT. A FINANCE AMOUNT DUE IF PAID BY
CHARGE WILL BE ASSESSED ON ALL PAST DUE ACCOUNTS AT THE MAXIMUM RATE 8 93.
ALLOWABLE BY STATE LAW. REMITTANCE COPY
v
Y.,l o 1:'
V
PP f
ol;
X
s
f 5,tiKtl
af{4
i �,p T , v
".-Y SpFyIAL 11
NORTI.-I 113)TAR ('11011C C
I'M Y t-3 5 3
F, 01. IJ x "t 15
60`10
26001
PURCHASE ORDER SALES ORDER NO. CUSTOMER NO. TERMS
SUB TOfALS,'i.
"i ,
SALES TAX-: M-3 313)
------------------ -
:10,*.,), 1 a
526. 02
4. 6'
2 N,
AMOUNT DUE'
PLEASE PAY FROM THIS INVOICE. NO OTHER DOCUMENTS WILL BE SENT. A FINANCE AMOUNT DUE IF PAID BY
CHARGE WILL BE ASSESSED ON ALL PAST DUE ACCOUNTS AT THE MAXIMUM RATE 8 93.
ALLOWABLE BY STATE LAW. REMITTANCE COPY
Orr
Schelen
ojms)& Mayeron &
Associates, tnc.
2021 East Hennepin Avenue
Minneapolis. MK 55413
612-331-8660
FAX 331-3806
Engineers
Suneyors
Planners
Change Order
CHANGE ORDER NO. 1
PROJECT: Shannon Hills 2nd Addition
Utilities and Street Improvements
F
NER: City of Rosemount DATE OF ISSUANCE: August 6,1991
NTRACT NO. 1990-5
WNER'S PROJECT NO. 216
CONTRACTOR: Ceca Utilities ENGINEER: Orr-Schelen-Mayeron
201 West Travelers Trail &Associates, Inc.
Burnsville, MN 55337
OSM COMM. NO. 4653.00
You are directed to make the following changes in the Contract Documents:
Description: Furnish and install approximately 11,724 square feet of concrete sidewalk, 4' thick, 5'
wide in lieu of 8' wide bituminous trail as bid. 8' bituminous trail bid price equals 56.50/lineal foot.
5' concrete sidewalk quoted priced equals S8.25/11neal foot.
Purpose of Change Order: Change in materials due to request by Developer.
Attachments: (List documents supporting change) Letters to and from Contractor requesting and
quoting price changes.
CHANGE IN CONTRACT PRICE:
Original Contract Price
$280,466.20
Previous Change Orders No. _ to No. _
SN/A
Contract Price Prior to this Change Order
5280,466.20
Net increase () of this Change Order
$ 1,820.00
Contract Price with Approved Change Orders
$282,286.20
RECOMMENDED:
Bud Osmundson, P.E.
/cmw
07/15-4653.co
APPROVED:
Rv-
CHANGE IN CONTRACT TIME
Original Contract Time
N /A
Net Change From Previous Change Orders
Contract Time Prior to this Change Order
Net Increase (Decrease) of Change Order
-0-
Contract Time with Approved Change Orders
City of Rosemount
APPROVED:
Rv,
Ceca Utilities