HomeMy WebLinkAbout4.i. Payment #1, O'Leary's Hills 5th Addition, City Project #232E r
CITY OF ROSEMOUNT
EXECUTIVE SUNbiARY FOR ACTION
CITY COUNCIL MEETING DATE: December 15, 1992
AGENDA ITEK: Payment #1, O'Leary's Hills 5th
AGENDA SECTION:
Add`Utl & Str'Impr. City Project #232-
Consent
PREPARED BY: Bud Osmundson
City Engineer/Assistant
AGENDA
ffEM # L;
Public Works Director
ATTACEM1ENTS: Payment Voucher #1
APP VED Y:
This item requests the first payment to Arcon Construction Co. in the
amount of $124,632.11 for City Project #232, O'Leary's Hills 5th
Addition.
Work completed and represented in this amount as of November 18,1992
is 24% of contracted work.
The work has been inspected and is in compliance with contract
documents.
The curb and gutter, bituminous, water and storm drain connections at
Chippendale, and the storm drain connection to the Wachter Pond Outlet
will be completed in the spring of 1993.
Attached is a copy of the pay voucher for your information. Staff
recommends approval of this first payment request.
RECOKMENDED ACTION: MOTION TO APPROVE PAYMENT #1 TO ARCON CONSTRUCTION
CO. IN THE AMOUNT OF $124,632.11 FOR O'LEARY'S HILLS 5TH ADDITION
UTILITY AND STREET IMPROVEMENTS, CITY PROJECT #232.
COUNCIL ACTION:
4
CITY OF ROSEMOUNT
APPLICATION FOR PAYMENT
NO. 1
CITY PROJECT NO: 232 SEH FILE NO: 92410.01
PROJECT: O'Leary's Hills 5th Addition - Utility & Street Construction
CONTRACTOR: Arcon Construction Co. CONTRACT DATE: November 4,1992
903 East Forest Avenue November 30,1992
APPLICATION DATE:
Mora, MN 55051 FOR PERIOD ENDING: November 18,1992
Total Contract Amount $_537,666-26 Total Amount Earned $ 131,191.70
Material Suitably Stored on Site, $
Not Incorporated into Work -
Contract Change Order No Percent CompletE
Contract Change Order No. Percent CompletE $ -
Contract Change Order Nc. Percent Complete $
GROSS "AMOUNT DUE .......................................... 131,191.70
LESS 5% RETAINAGE ................................. ............ $ 6,559.59
$ 12--:_ 11
AMOUNT DUE TO DATE
LESS PREVIOUS APPLICATIONS ............................
AMOUNT DUE THIS APPLICATION ...................... $
124,632.11
APPROVED:
Bud Osmundson,
City Engineer/ Assistant Director of Public Works
-i
D
SHORT ELLIOTT 1N�.
APPLICATIONFORPAYMENT
- - - _ 0 1992
(UNIT PRICE•CONTRACT)
NO. 1 -ST. PA- U
)WNER: ROSEMOUNT, MINNESOTA OWNER'S PROJECT NO. 232
-----------------------------------
ENGINEER'S PROJECT NO. 92410
---------------
,OCATION: O'LEARY'S HILLS 5TH ADDITION
:ONTRACTOR ARCON CONSTRUCTION CO., INC. CONTRACT DATE ll/,4Z-2 2.
----- ------------- ----- ----- ------------------------
903 EAST FOREST AVE. CONTRACT AMOUNT $537,666.26
MORA, MN 55051
-------------------------------
:ONTR. FOR O'LEARY'S HILLS 5TH ADDITION - UTILITY &STREET CONSTRUCTION
--------------------------------------------------------------------
.PPLIC.DATE If 1'3 .............
'ERIOD END. 1t 1a�q�
--- -----------------
1222.101 CRUSHED ROCK PIPE
FOUNDATION TON 50
X222.103 GRANULAR PIPE FOUNDATION TON
1222.107 REPLACEMENT BACKFILL TON
273.112
X273.113
8"PVC SEWER,10'-15' DEEP L.F.
8"PVC SEWER,15'-20' DEEP L.F.
50
100
371 371
949 949
'AGE 1 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC.
8.00 '
5.00
5.00
15.08 5,594.68
15.38 14,595.62
APPLICATION FOR
PAYMENT
-----------------------
CONTRACT
QUANTITY
UNIT
DESCRIPTION
UNIT QUANTITY
TO DATE
PRICE TOTAL
------------------------------------------------------------------------------
.CHEDULE A - SANITARY SEWER
------------------------------------
1207.403 REMOVE SANITARY SEWER
L.F. 60
6.00
)207.410 REMOVE MH DROP. SECTION
L.F. 5.3
5.3
50.00 265.00
1222.101 CRUSHED ROCK PIPE
FOUNDATION TON 50
X222.103 GRANULAR PIPE FOUNDATION TON
1222.107 REPLACEMENT BACKFILL TON
273.112
X273.113
8"PVC SEWER,10'-15' DEEP L.F.
8"PVC SEWER,15'-20' DEEP L.F.
50
100
371 371
949 949
'AGE 1 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC.
8.00 '
5.00
5.00
15.08 5,594.68
15.38 14,595.62
210
210
30.27
)273.213
10"PVC SWR,15'-20' DEEP
L.F.
)273.214
10"PVC SWR,20'-25' DEEP
L.F.
)273.215_
10"PVC SWR,25'-30' DEEP
L.F.
)273.225
10"DIP SWR,25'-30' DEEP
L.F.
)273.501
MANHOLE, 10' DEEP
EACH
)273.511
EXCESS MANHOLE DEPTH
L.F.
)273.611
8" X 4" PVC WYE
EACH
)273.612
10" X 4" PVC WYE
EACH
)273.011
4" PVC SERVICE PIPE
L.F.
)273.015
4" PVC RISER PIPE
L.F.
)273.531
CONNECT TO EXISTING MH
EACH
:CHEDULE-B
- WATERMAIN
5.74
------------------------------------
)259.001
AGG. BASE RESTORATION
IN. -S.
)259.011
BIT. SURFACE RESTORATION
IN. -S.
)266.106
6" DIP W.M., CL. 52
L.F.
)266.108
8" DIP W.M., CL. 52
L.F.
)266.211
6" GATE VALVE AND BOX
EACH
)266.212
8" GATE VALVE AND BOX
EACH
)266.181
DIP FITTINGS
LB•
)266.311
HYDRANT
EACH
)266.322
SALVAGED HYDRANT
EACH
)266.411
1" COPPER SERVICE PIPE
L.F.
)266.421
1" CORPORATION STOP
EACH
)266.431
1" CURB STOP AND BOX
EACH
)266.511
16" X 8" PRESSURE TAP
W/8" GATE VALVE AND BOX
EACH
)266.611
INSULATION
BD.FT.
)266.531
CONNECT TO INPLACE WM
EACH
210
210
30.27
6,356.70
187
187
30..27
5,660.49------
38
38
30.27
1,150.26
84
84
37.37
3,139.08--
7
3
1170.00
^8,190.00
64
53
55.60
2,946.80
31
31
37.00
1,147.00
4
4
72.00
288.-00
1350
5.74
319
5.74
1
1
360.00
360.00
297
149
1450
1, 440
902
719
9
9
3
3
1600
4
4
1 1
1620
35
35
1
256 128
2 2
'AGE 2 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC.
0.80
6.30
11.31
16,286.40 .
13.46
9,677.74
283.00
2,547-00
378.00
1,134.00
1.71
1130.00
4,520.00
240.00
240.00
7.04
35.00
67.50
1300.00
1.00 128.00
120.00 240.00
;CHEDULE C - STREETS
)150.510
MOBILIZATION
L.S.
)157.201
TRAFFIC CONTROL
L.S.
)207.401
REMOVE CONC C & G
L.F.
)213.005
- ROCK CONST. ENTRANCE
EACH
)222.601
COMMON EXCAVATION (LV)
C.Y.
)222.621
GRANULAR BORROW (LV)
C.Y.
)222.701
TEST ROLLING
R.S.
)222.801
SUBGRADE PREPARATION
R.S.
)223.803
AGG. BASE PLACED, CL. 5
C.Y.
)251.108
TYPE 41 WEARING COURSE
MIXTURE
TON
)251.110
TYPE 31 BASE COURSE
MIXTURE
TON
)252.201
CONC. CURB AND GUTTER
L.F.
)253.001
4" CONCRETE WALK
S.F.
)253.002
6" CONCRETE WALK
S.F.
)254.702
)259.001
)259.011
)260.701
)260.703
)284.703
)284.702
)293.001
)293.002
:293.005
)293.011
BIT. MAT. FOR TACK COAT GAL.
AGG. BASE RESTORATION
IN. -S.
BIT. SURFACE RESTORATION
IN. -S.
ADJUST FRAME & RING
4.00
CASTING
EACH
ADJUST VALVE BOX
EACH
PERMANENT BARRICADES
L.F.
STREET NAME SIGN
EACH
SEEDING
ACRE
SEED, MIXTURE 600
LB.
SODDING, TYPE LAWN
S.Y.
MULCH MATERIAL, TYPE I
TON
1 •.50
8700 . oo 4,350.00
1
1500.00
40
4.00
3
300.00
1000
1.50
1000
3.50
21
10.00
21
100.00
1212
13.50
580
580
4440
.1770
120
410
222
111
15
7
32
3
1.2
88
1735
2.3
'AGE 3 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC.
19.80
18.80
5.75
1.55
1.90
1.00
0.80
6.30
150.00
100.00
24.40
225.00
280.00
2.25
1.28
105.00
293.019
DISC ANCHORING
ACRE
1.2
293.023
WOOD FIBER BLANKETS,
213.003
SILT FENCE, PREASSEMBLED
L.F.
-TYPE HV
S.Y.
200
293.032
COM. FERTILIZER,
C.Y.
1259.001
AGG. BASE RESTORATION
'ANALYSIS 12-12-12
LB.
120
611.223
2" NONMETALLIC CONDUIT
L.F.
240
CHEDULE D - STORM SEWER PHASE I:
O LEARY'S HILLS 5TH ADDITION
153.501.
TEMPORARY FENCING
L.F.
213.001
BALE CHECK
EACH
213.003
SILT FENCE, PREASSEMBLED
L.F.
227.507
GROUTED RIPRAP CL. III
C.Y.
227.511
GRANULAR FILTER
C.Y.
1259.001
AGG. BASE RESTORATION
IN. -S.
)259.011
BIT. SURFACE RESTORATION
IN. -S.
►272.001
12" RCP CB LEAD, CL. IV
L.F.
)272.002
15" RCP CB LEAD CL. III
L.F.
)272.013
18 -RCP STORM SWR, CL III
L.F.
)272.015
21"RCP STORM SWR, CL III
L.F.
)272.016
24"RCP STORM SWR, CL III
L.F.
)272.017
27"RCP STORM SWR, CL III
L.F.
)272.018
27"RCP STORM SWR, CL IV
L.F.
)272.019
27"RCP STORM SWR, CL V
L.F.
1272.037
27" RCP APRON
360.00
W/TRASH GUARD
EACH
1272.041
MANHOLE, TYPE B
L.F.
272.042
MANHOLE, TYPE C
Z.F.
272.043
MANHOLE, TYPE D
L.F.
272.045
MANHOLE, TYPE F
L.F.
272.051
CATCH BASIN, TYPE X
L.F.
600
133
30
300
7
4
164
82
259
119
218
20.89
130
31
637
637
526
317
19,810.70
85
37.09
1 1
18.4
22.2 17.2
18.9 18.9
16
43.6
,AGE 4 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC.
48.00
1.28
0.23
6.00
3.50
465.50
5.00
2.00
90.00
20.00
0.80
5.30
22.54
23.04
20.89
22.74
24.29
31.10
19,810.70
37.09
11.757.53
53.20
740.00
740.00
153.00
168.00
2,889.60
176.00
3,326.44
360.00
146.60
272.052 CATCH BASIN, TYPE Y L.F.
272.053 CATCH BASIN, TYPE C-1 L.F.
272.061 MH CASTING, TYPE R-1642 EACH
292.602 CATCH BASIN CASTING,
TYPE R -3067V EACH
292.071 CONNECT TO INPLACE
STORM SEWER EACH
293.005 SODDING, TYPE LAWN S.Y.
293.032 COM. FERTILIZER,
ANALYSIS 12-12-12 LB.
CHEDULE E - STORM SEWER PHASE II:
'LEARY'S HILLS FUTURE ADDITIONS
-----------------------------------
153.501 TEMPORARY FENCING L.F.
207.402 REMOVE STORM SEWER L.F.
207.409 REMOVE STORM SWR STRUC. EACH
211.502 CLEARING TREE
211.507 GRUBBING TREE
222.101 CRUSHED ROCK PIPE
FOUNDATION TON
222.103 GRANULAR PIPE FOUNDATION TON
222.107 REPLACEMENT BACKFILL TON
259.001 AGG. BASE RESTORATION IN. -S.
259.011 BIT. SURFACE RESTORATION IN. -S.
272.014 18"RCP STORM SWR, CL IV L.F.
272.018 27"RCP STORM SWR, CL IV L.F.
272.019 27"RCP STORM SWR, CL V L.F.
272.020 36"RCP STORM SWR, CL IV L.F.
272.021 36"RCP STORM SWR, CL V L.F.
272.022 48"RCP STORM SWR, CL IV L.F.
272.042 MANHOLE, TYPE C L.F.
14.8 152.00
18.2 18.2 186.00 3,385.20
8 252.00
16 290.00
1
2050
42
500
430
2
3
3
50
50
100
3335
1668
10
693
238
309
486
425
73.9
AGE 5 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC.
360.00
1.28
0.23
3.50
4.00
200.00
100.00
50.00
8.00
5.00
5.00
0.80
6.30
24.95
30.82
41.29
48.84
61.70
79.65
146.00
)272.043
MANHOLE, TYPE D
L.F.
)272.044
•MANHOLE, TYPE E
L.F.
)272.055;.
CATCH BASIN, TYPE -J
L.F.
)272.061
MH CASTING, TYPE R-1642
EACH
)272.062
CATCH BASIN CASTING,
TYPE R -3067V
EACH
)272.072
CONNECT TO INPLACE MH
EACH
)293.001
SEEDING
ACRE
)293.002
SEED, MIXTURE 600
LB.
)293.004
SEED, MIXTURE 1100
LB.
)293.005
SODDING, TYPE LAWN
S.Y.
)293.011
MULCH MATERIAL, TYPE I
TON
)293.019
DISC ANCHORING
ACRE
)293.023
WOOD FIBER BLANKETS,
TYPE HV
S.Y.
)293.032
COM. FERTILIZER,
ANALYSIS 12-12-12
LB.
;CHEDULE
F - STORM SEWER PHASE III:
;OUTH ROSE PARK ADDITION
------------------------------------
)207.402
REMOVE STORM SEWER
L.F.
)213.003
SILT FENCE, PREASSEMBLED
L.F.
)222.101
CRUSHED ROCK PIPE
FOUNDATION
TON
)222.103
GRANULAR PIPE FOUNDATION
TON
)222.107
REPLACEMENT BACKFILL
TON
1227.507
GROUTED RIPRAP CL. III
C.Y.
)227.511
GRANULAR FILTER
C.Y.
1272.012
15"RCP.STORM SWR, CL IV
L.F.
1272.014
18"RCP STORM SWR, CL IV
L.F.
92.5
41.6
19
12
1
1
2.5
11
189
2111
5
2.5
200
294
65
700
50
50
3590
6
3
385
154
'AGE 6 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC.
181.20
295.00
86.00
252.00
290.00
360.00
280.00
2.25
0.38
1.28
105.00
48.00
1.28
0.23
6.00
1.50
8.00
5.00
2.50
90.00
20.00
20.60
22.10
272.033
18" RCP APRON
W/TRASH GUARD
EACH
1
272.041
MANHOLE, TYPE B
L.F.
37.1
272.061_,.`.MH
CASTING, TYPE R-1642
EACH
3
272.071.
CONNECT TO INPLACE
STORM SEWER
EACH
1
293.001
SEEDING
ACRE
2.1
293.003
SEED, MIXTURE 800
LB.
170
293.011
MULCH MATERIAL, TYPE 1'
TON
4.2
293.019
DISC ANCHORING
ACRE
2.1
293.023
WOOD FIBER BLANKETS,
TYPE HV
S.Y.
8500
293.032
COM. FERTILIZER, ANA.
ANALYSIS 12-12-12
LB.
212
AGE 7 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC.
570.00
100.40
252.00
360.00
280.00
1.65
105.00
48.00
1.28
0.23
APPLICATION FOR PAYMENT - Continued
Total Contract Amount $ 5 3 7, _6 6 6.2 6 Total Amount Earned $ 131,191.70
Material Suitably Stored on Site, Not Incorporated into Work $
Contract Change Order No. Percent Complete $
Contract Change Order No. Percent Complete $
Contract Change Order No. Percent Complete $
GROSS AMOUNT DUE .........................$ 131,191.70
LESS ✓ % RETAINAGE ..................$ -6, 4 4 o•W 4'jgy sf
AMOUNT DUE TO DATE $ 50-73- L94t, 4W. fl
LESS PREVIOUS APPLICATION ..........$
AMOUNT DUE THIS APPLICATION.....$'�'�>632.�1
CONTRACTOR'S AFFIDAVIT
The undersigned Contractor hereby swears under penalty of perjury that (1) all previous progress pay-
ments received from the Owner on account of work performed under the contract referred to above
have been applied by the undersigned to discharge in full all obligations of the undersigned incurred in
connection with work covered by prior Applications for Payment under said contract, and (2) all materi-
als and equipment incorporated in said Project or otherwise listed in or covered by this Application for
Payment are
/free and clear of all liens, claims, security interests and encumbrances.
Dated /Arcon Construction Co., Inc.
(C t ctor)
(Name and Title)
COUNTY OF Kanabec ) SS
STATE OF Minnesota )
Before me on this 25th day of November 1992 personally appeared
Michael Denker known to me, who being duly sworn, did depose and say
that he is the secretary/Treasurer of the Contractor above mentioned; that he
(Office)
executed the above Application for Payment and Affidavit on behalf of said Contractor; and that all of
the statements contained therein are true, correct and complete.
:'r�':'4RMlMl:+:"t/;'1i1:".1" tt"lJU:��A•AA�1Md�x
M Commission Expire..
=w�a
Y P April 9 ,,_ 1 4 Q "c)
i, t. Cc ? s__ �:� G:.. brit 9, 19.°5 (Notary Pu
The undersigned has checled the Cori tf6ftw ication for Payment shown above. A part of this
Application is the Contractor's Affidavit stating that all previous payments to him under this Contract
have been applied by him to discharge in full all of his obligations in connection with the work covered
by all prior Applications for Payment.
In accordance with the Contract, the undersigned approves payment to the Contractor of the Amount
Due.
Date _ 1 a.
Page 8 of 8
RT L 7HENDRIGKSON, INC,
P.
By �,y , E.