HomeMy WebLinkAbout4.j. Payment #1, Armory Sanitary Sewer, City Project #236CITY OF ROSEMOIINT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: December 15, 1992
AGENDA ITEM: Payment #1, Armory Site Sanitary
AGENDA SECTION:
Sewer, City Project #236
Consent
PREPARED BY: Bud Osmundson
City Engineer/Assistant Public Works
AGENDA rt 'V,
Director
.41
ATTACMdENTS: Payment Voucher #1
AP VED BY:
� v
This item requests the first payment to Richard Knutson, Inc. in the
amount of $36,127.26 for City Project #236, Armory Site Sanitary
Sewer.
Work completed and represented in this amount as of November 18, 1992
is 12% of contracted work.
The work has been inspected and is in compliance with contract
documents.
The remainder of the project will be completed in the spring of 1993.
Easements still need to be acquired for thecompletionof the
projects
Attached is a copy of the pay voucher for your information. Staff
recommends approval of this first payment request.
RECO?0EF DED ACTION: MOTION TO APPROVE PAYMENT #1 TO RICHARD KNUTSON,
INC.IN THE AMOUNT OF $83,557.54 FOR THE ARMORY SITE WATERMAIN,
CITY PROJECT #236.
COUNCIL ACTION:
5
a
CITY OF ROSEMOUNT
APPLICATION FOR PAYMENT
NO.1
CITY PROJECT NO:
236 SEH FILE NO: 92040.01
PROJECT: Armory Site Sanitary Sewer Improvements
Richard Knutson CONTRACT DATE: November 3,1992
CONTRACTOR: December 1, 1992
12585 Rhode Island Ave. So APPLICATION DATE:
Savage, MN 55378 FOR PERIOD ENDING: November 18,1992
Total Amount Earned $ 38
Total Contract Amount $
323,875.00 .028.70
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 ..............................................
LESS 5% RETAINAGE .............................. ..................
AMOUNT DUE TO DATE ..........................................
$
$
$
38,028.70
1,901.44
36,127.26
LESS PREVIOUS APPLICATIONS ............................
AMOUNT DUE THIS APPLICATION ......................
$
$
36,127.26
APPROVED:
Bud Osmundson,
City Engineer/ Assistant Director of Public Works
Si ORT ELLIO �t li=i %.; ..tCln cll- ltiu.
APPLICATION FOR PAYMENT
- - - - - - - - - - - - - - - - - - - - - - - - - 1. ..i
.(UNIT PRICE CONTRACT)
NO. 1 ST. PAUL
)WNER: ROSEMOUNT, MINNESOTA OWNER'S PROJECT NO. 236
------------------
------------------------------------
ENGINEER'S PROJECT NO. 92040.01
---------------
,OCATION: ARMORY SITE
------
:ONTRACTOR RICHARD KNUTSON, INC. CONTRACT DATE I3 `9aL,
- --------------------
12585 RHODE ISLAND' -AVE SO CONTRACT AMOUNT $323,875.00
SAVAGE MN 55378-------------------------------
'
:ONTR. FOR ARMORY SITE - SANITARY SEWER IMPROVEMENTS
.PPLIC . DATEf19-
'ERIOD END. 11/18/92
-------------------------
APPLICATION FOR PAYMENT
-----------------------
CONTRACT QUANTITY UNIT
DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL
•----------------------------------------------------------------
--------------------------------- L.S..
------------------ --
►150.501 MOBILIZATION 1 0 5 3400.00 1,7 00.00
)153.501 TEMPORARY FENCING
)157.201 TRAFFIC CONTROL
)207.401 REMOVE CONC C & G
)207.402 REMOVE CM CULVERT
L. F. 4000 405
L. S. 1
L. F.
L. F.
)207.409 REMOVE SANITARY MANHOLE EACH
100
42
2
1.25 506.25
2500.00
1.50
4.50
195.00
1207.410 REMOVE CONCRETE LIGHTING
UNIT BASE EACH 2 1000.00
)207.423 SALVAGE SEWER METER EACH 1 370.00
'AGE 1 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.'
.t,
1000.00
100
207.424 -
SALVAGE LIGHTING UNIT
EACH
211.502
CLEARING
TREE
211.507
GRUBBING
TREE
213.001
BALE CHECK
BALE
213.003
SILT FENCE, PREASSEMBLED
L.F.
213.005
ROCK CONST. ENTRANCE
EACH
222.101
CRUSHED ROCK PIPE
14.65 146.50
120
FOUNDATION
TON
222.103
GRANULAR PIPE FOUNDATION
TON
222.107
REPLACEMENT BACKFILL
TON
222.701
TEST ROLLING
R.S.
222.801
SUBGRADE PREPARATION
R.S.
223.803
AGG. BASE PLACED, CL 5
C.Y.
230.001
BORE 16" STEEL CASING
L.F.
230.011
JACK 8" PVC CARRIER
L.F.
250.701
AGG. SURFACING., CL 2
TON
250.903
AGG. SHOULDERING PLACED,
CLASS 2
C.Y.
251.108
TYPE 41 WEARING COURSE
MIXTURE
TON
251.110
TYPE 31 BINDER COURSE
MIXTURE
TON
254.702
BIT. MAT. FOR TACK COAT
GAL.
259.001
AGG. BASE RESTORATION
IN-SY
259.011
BIT. SURFACE RESTORATION IN-SY
259.021
C & G RESTORATION
L.F.
272.311
12" CM PIPE CULVERT
L.F.
272.315
12" CM PIPE APRON
EACH
273.011
4" PVC SEWER SERVICE
L.F.
273.112
8"PVC SEWER,10'-15' DEEP
L.F.
2
1000.00
100
45.00
100
45.00
50
5.00
600 220
1.50 330.00
1
595.00
100
7.65
100
4.50
8500
4.10
12
10.00
12
125,.00
180 10
14.65 146.50
120
102.00
120
10.85
900
7.10
150
15.55
135
28.05
135
27.00
70
1.50
700
0.65
350
3.85
100
12.00
45
15.25
2
83.50
75
6.50
638 448
16.90 7,571.20_
AGE 2 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.
273.113 8 -PVC SEWER,15'-20' DEEP L.F.
273.114 811PVC SEWER,20'-25' DEEP L.F.
273.119 -8"DIP SEWER,0'-10' DEEP L.F.
273.121 8 -DIP SEWER,15'-20' DEEP L.F.
273.122 8"DIP SEWER,20'-25' DEEP L.F.
1273.123 8 -DIP SEWER,25'-30' DEEP L.F.
1273.124 8 -DIP SEWER,30'-35' DEEP L.F.
►273.125 8"DIP SEWER,35'-40' DEEP L.F.
273.126 8"DIP SEWER,40'-45' DEEP L.F.
1273.211 12"DIP SWR,15'-20' DEEP L.F.
1273.331 27"RCP SWR,15'-20' DEEP L.F.
1273.332 27"RCP SWR,20'-25' DEEP L.F.
1273.333 27"RCP SWR,25'-30' DEEP L.F.
1273.334 27"RCP SWR,30'-35' DEEP L.F.
)273.335 27"RCP SWR,351:740' DEEP L.F.
)273.336 27"RCP SWR,40'-45' DEEP L.F.
)273.501 STD MANHOLE, 10' DEEP EACH
)273.511 EXCESS MANHOLE DEPTH L.F.
1273.521 MANHOLE DROP SECTION L.F.
)273.531 MANHOLE CONNECTION EACH
)273.611 8" X 4" PVC WYE EACH
1274.201 ABANDON EX. LIFT STATION L.S.
1274.211 WET PIT SEWAGE LIFT
STATION L.S.
274.221 TEMPORARY PUMPING L.S.
274.311 6" DIP FORCEMAIN L.F.
274.321 CONNECT TO EX. FORCEMAIN EACH
274.401 VALVE VAULT L.S.
589
16.90
60_
16.90
30
40.45
34
40.45
151
40.45
130
40.45
43
40.45
24
40.45
18
40.45
43
32
35.10
1,123.20
31
%69.10
520
69.10
186
69.10
168
69.10
162 _
69.10
22
69.10
11
2
985.00
1,970.00
145
14
.65.00
910.00
25
6.5
172.50
1,121.25
2
235.00
3
35.00
1
4900.00
1
0.50
22350.00
11,175.00
1
5000.00
530
403
12.60
5,077.80
1
235.00
1
0.75
7130.00
5,347.50
AGE 3 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.
293.001
SEEDING
ACRE
3
185.00
293.002
SEED, MIXTURE 600
LB.
225
4.40
293.005
SODDING, TYPE LAWN
S.Y.
9600
1.50-
293.011
MULCH MATERIAL, TYPE 1
TON
6
200.00
293.019
DISC ANCHORING
ACRE
3
165.00
293.023 WOOD FIBER BLANKET,
TYPE HV S.Y.
293.032 COMM. FERTILIZER,
ANALYSIS 12-12-12 LB.
295.501 FURNISH AND PLANT EVERGREEN TREE,
COLORADO SPRUCE, 6' B&B TREE
295.502 FURNISH AND PLANT SHADE TREE,
MARSHALL SEEDLESS ASH, 2 -TREE
295.503 FURNISH AND PLANT SHADE TREE,
NORTHWOOD MAPLE, 2" CAL. TREE
295.505 FURNISH AND PLANT DECIDUOUS SHRUB,
ALPINE CURRENT SHRUB
295.506 FURNISH AND PLANT DECIDUOUS SHRUB,
POTENTILLA SHRUB
295.507 FURNISH AND PLANT DECIDUOUS SHRUB,
DWARF KOREAN LILAC SHRUB
295.508 FURNISH AND PLANT DECIDUOUS SHRUB,
PURPLE LEAF SAND CHERRY SHRUB
295.551 ROCK GARDEN S.Y.
652.201 CONSTRUCT LIGHTING UNIT
BASE EACH
652.211 INSTALL SALVAGED
LIGHTING UNIT EACH
200
500
2.10
0.50
6 1
150.00 150.00
32
180.00
33 5
180.00 900.00
10
25.00
12
25.00
10
25.00
10 25.00
230 10.00
2 1000.00
2 1000.00
AGE 4 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.
• APPLICATION FOR PAYMENT - Continued
Total Contract Amount $ 323,875.00 Total Amount Earned
Material Suitably Stored on Site, Not Incorporated into Work
Contract Change Order No. —. Percent Complete
It
Contract Change Order No.
Contract Change Order No.
Percent Comp e e
Percent Complete __
$ 38,028.70
$
GROSS AMOUNT DUE .........................$ 3-8---'-o --- 2 8 770
LESS 5 % RETAINAGE ..................
$ 1 901.44
AMOUNT DUE TO DATE .....................$
.36127.26
LESS PREVIOUS APPLICATION ........... $ '0"
AMOUNT DUE THIS APPLICATION ..... $ 36,127.26
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
d carred in
connection with work covered by prior Applications for Payment and
ais and equipment incorporated in said Project or otherwise listedin
or encumbrancvered es.
Payment
Application for
Payment are free and clear of all liens, claims, security interests a
Dated % -2 , 19 92. Richard Knutson tractor
By: ��
(Na and Title)
COUNTY OF �� ) SS
STATE OF Minnesota
1'} day. of 1992 personally appeared
Befor me nth'— known to me, who being duly sworn, did depose and say
100 1
of the Contractor above mentioned;. that he
that he is the � � �
(Office) `
executed the above Application for Payment and Affidavit on behalf of said Contractor; and that all of
the statements contained complete.
,» FREDERICK m E is�.
1 s: Novy
My Commission Expires: WWW, (Notary Public)
1012 71�7
rt of this
The undersigned has checked the Contractor's Application for Payment m a
a is to him under this Contract
Application is the Contractor's Affidavit stating that
all previous payments
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.
S RTE O -H DRICKSON, .INC.
Date 1 Z '" 9- By
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