HomeMy WebLinkAbout4.i. Payment #4, Armory Site Sanitary Sewer, City Project #236CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: December 7, 1993
AGENDA ITEM: Payment #4, Armory Site Sanitary Sewer,
AGENDA SECTION:
City Project #236
Consent
PREPARED BY: Bud Osmundson
City Engineer/Assistant Public Works Director
AGENDIEV� r�' y � it 4 i
ATTACHMENTS: Payment Voucher #4
APP )VED BY:
This item requests the fourth payment to Richard Knutson, Inc. in the amount of
$26,944.46 for City Project #236, Armory Site Sanitary Sewer.
Work completed and represented in this amount as of October 31, 1993 is 89% of
contracted work.
The work has been inspected and is in compliance with the contract documents.
Attached is a copy of the pay voucher for your information. Staff recommends approval
of this fourth payment request.
RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #4 TO RICHARD KNUTSON,
INC. IN THE AMOUNT OF $26,944.46 FOR THE ARMORY SITE SANITARY SEWER, CITY
PROJECT #236.
COUNCIL ACTION:
3
,?
CITY OF ROSEMOUNT
APPLICATION FOR PAYMENT
NO. 4
CITY PROJECT NO: 93A SEH FILE NO: ROSEM7040 m
PROJECT: Armory SUP Sanitary Sewer ImnrovemPfi{-q
CONTRACTOR: Rirhard KnntSm. Tnc CONTRACT DATE: 11 /x'99
1968 Rhode Island AvP S<,_ APPLICATION DATE: 11.415.119-3
ysgP,_ML1L_5,537R FOR PERIOD ENDING: -10.411.493
Total Contract Amount $`x,875 Qn _ Total Amount Earned $ 29f)AIS 4$
Material Suitably Stored on Site,
Not Incorporated into Work $
Contract Change Order No. 1 Percent Complete 100% $ 2,300 o0
Contract Change Order No. Percent Complete $
Contract Change Order No. Percent Complete $
GROSS AMOUNT DUE ........................ $ 999,335 48
LESS 5% RETAINAGE ......................... $ 14161677
AMOUNT DUE TO DATE ...................... $977,71871
LESS PREVIOUS APPLICATIONS ................ $ 9-901774-95
AMOUNT DUE THIS APPLICATION .............. $ 90,944 46
APPROVED:
abzv'��-
13
u smun son
City Engineer/ Assistant Director of Public Works
S1,1--.NI'.BY: Xerox Telecopier 7020 11-16-93 ; 11:09 ; 6128908346-+ 4902150:# 2
Job #442
APPLICATION FOR PAYMENT
(UNIT PRICE CONTRACT)
NO. 4
4NER: ROSEMOUNT, MINNESOTA OWNER'S PROJECT NO. 236
------------------------------------ ------------------
ENGINEER'S PROJECT NO. 92040.01
---------------
CATION: ARMORY SITE
-------------------------------
ONTRACTOR RICHARD KNUTSON, INC. CONTRACT DATE
------------------------------- ------------------------
12585 RHODE ISLAND AVE SO CONTRACT AMOUNT 023,875.00
----------------- ---------- ---- ----------------------
SAVAGE MN 55378
------ --- ----------------------
ONTR. FOR ARMORY SITE - SANITARY SEWER IMPROVEMENTS
--------------------------------------------------------------------
PPLIC.DATE
-------------------------
ERIOD END.10/31/93
-------------------------
AGE 1 OF 5 SHORT—ELLIOTT—HENDRICKSON, INC.
APPLICATION FOR
PAYMENT
-----------------------
CONTRACT
QUANTITY
UNIT
DESCRIPTION
------------------------------------------------------------------------------
UNIT
QUANTITY
TO DATE
PRICE
TOTAL
150.501
MOBILIZATION
L.S.
1
1
3400.00
3,400.00
153.501
TEMPORARY FENCING
L.F.
4000
2,340
1.25
2,925.00
)157.201
TRAFFIC CONTROL
L.S.
1
1
2500.00
2,500.00
!207.401
REMOVE CONC C & G
L.F.
100
110
1.50
165.00
207.402
REMOVE CM CULVERT
L.F.
42
125
4.50
562.50
)207.409
REMOVE SANITARY MANHOLE
EACH
2
2
195.00
390.00
207.410
REMOVE CONCRETE LIGHTING
UNIT BASE
EACH
2
1
1000.00
1,000.00
107.423
SALVAGE SEWER METER
EACH
1
1
370.00
370.00
AGE 1 OF 5 SHORT—ELLIOTT—HENDRICKSON, INC.
SENT BY:Xerox Telecopier 7020 ;11-16-93 ; 11:10
?07.424
11.502
111.507
213.001
213.003
213.005
222.101
222.103
222.107
222.701
222.801
223.803
230.001
230.011
250.701
250.903
251.108
251.110
254.702
259.001
259.011
259.021
272.311
272.31S
273.011
273.112
SALVAGE LIGHTING UNIT EACH
CLEARING
TREE
GRUBBING
TREE
BALE CHECK
BALE
SILT FENCE, PREASSEMBLED
L.F.
ROCK CONST. ENTRANCE
EACH
CRUSHED ROCK PIPE
4.275.00
FOUNDATION
TON
GRANULAR PIPE FOUNDATION
TON
REPLACEMENT BACKFILL
TON
TEST ROLLING
R.S.
SUBGRADE PREPARATION
R.S.
AGG. BASE PLACED, CL 5
C.Y.
BORE 16" STEEL CASING
L.F.
JACK 8" PVC CARRIER
L.F.
AGG. SURFACING, CL 2
TON
AGG. SHOULDERING PLACED,
CLASS 2
C.Y.
TYPE 41 WEARING COURSE
MIXTURE
TON
TYPE 31 BINDER COURSE
MIXTURE TON
BIT. MAT. FOR TACK COAT GAL.
AGG. BASE RESTORATION IN-SY
BIT. SURFACE RESTORATION IN-SY
C & G RESTORATION L.F.
12" CM PIPE CULVERT L.F.
12" CM PIPE APRON EACH
4" PVC SEWER SERVICE L.F.
8"PVC SEWER,10'-15' DEEP L.F.
6128908346-+ 4902150# 3
2
2
1000.00
_21000.00
100
95
45.00
4,275.00
100
95
45.00
4.275.00
50
0
5.00
-0-
600
220
1.50
330.00
1
0
595.00
-0-
100 74
100
0
8500
401
12
12
12
12
180
361.60
120
120
120
120
900
545.30
7.65 566.10
4.50 -0-
4.10 _1,644.10
10.00 120.00
125.00 1,500.00
14.65 5,297.44
102.00 12,240.00
10.85 1,302.00
7.10 3,871.63
150 93.2 15.55 1,449.26
135 137.2
135
145.38
70
75
700
1988.4
350
806.4
100
110
45
45
2
3
75
142.7
638
587
AGE 2 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.
28.05 3,848.46
27.00
31925.26
1.50
112.50
0.65
1,292.46
3.85
3,104.64
12.00
1,320.00
15.25
686.25
83.50
250.50
6.50
927.55
16.90
9,920.30
SEN'r.BY:Xerox Telecopier 7020 ;11-16-93 : 11:10 ; 6128908346-4 4902150:# 4
273.113
8"PVC SEWER,15'-20'
DEEP
L.F.
589
560
16.90
9,464.00
273.114
8"PVC SEWER,20'-25'
DEEP
L.F.
60
60
16.90
1,014.00
273.119
8"DIP SEWER,O'-10'
DEEP
L.F.
30
_ 36
40.45
_...1,456.20
273.121
8"DIP SEWER,15'-20'
DEEP
L.F.
34
62
40.45
2.507.90
273.122
8"DIP SEWER,20'-25'
DEEP
L.F.
151
151
40.45
6,107.95
273.123
8"DIP SEWER,25'-30'
DEEP
L.F.
130
130
40.45
_5,258.50
273.124
8"DIP SEWER,30'-35'
DEEP
L.F.
43
43
40.45
1,739.35
273.125
8"DIP SEWER,35'-40'
DEEP
L.F.
24
24
40.45
970.80
273.126
8"DSP SEWER,40'-45'
DEEP
L.F.
18
18
.40.45
728.10
273.211
12"DIP SWR,15'-20'
DEEP
L.F.
43
42
35.10
1,474.20
273.331
27"RCP SWR,15'-20'
DEEP
L.F.
31
28
69.10
_11934.80
273.332
27"RCP SWR,20'-25'
DEEP
L.F.
520
513
69.10
35,448.30
273.333
27"RCP SWR,25'-30'
DEEP
L.F.
166
180
69.10
12,438.00
273.334
27"RCP SWR,30'-35'
DEEP
L.F.
168
168
69.10
11,608.80
273.335
27"RCP SWR,35'-40'
DEEP
L.F.
162
190
69.10
13,129.00
273.336
27"RCP SWR,40'-45'
DEEP
L.F.
22
18.25
69.10
1,261.08
273.501
-STD MANHOLE, 10' DEEP
EACH
11
12
985.00
11.820.00
273.511
EXCESS MANHOLE DEPTH
L.F.
145
120
65.00
7,800.00
273.521
MANHOLE DROP SECTION
L.F.
25
.27, 10
172.50
4.674.75
273.531
MANHOLE CONNECTION
EACH
2
4
235.00
_ 94.O.Q0.
273.611
8" X 4" PVC WYE
EACH
3
5
35.00
175.00
274.201
ABANDON EX. LIFT STATION
L.S.
1
1
4900.00
_ 4.900.00
274.211
WET PIT SEWAGE LIFT
STATION
L.S.
1
1
22350.00
_22,350.00
274.221
TEMPORARY PUMPING
L.S.
1
1
5000.00
5.000.00
274.311
6" DIP FORCEMAIN
L.F.
530
523
12.60
6,589.80
274.321
CONNECT TO EX. FORCEMAIN
EACH
1
1
235.00
235.00
274.401
VALVE VAULT
L.S.
1
'1
7130.00
7,130.00
kGE 3 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.
SENT_BY:Xerox Telecopier 7020 :11-16-93
; 11:11
6128908346-4
4902150;:# 5
'.93.001
SEEDING
ACRE
3
2.5
185.00
462.50
193.002
SEED, MIXTURE 600
LB.
225
200
4.40
880.00
?93.005
SODDING, TYPE LAWN
S.Y.
9600
11,578
1.50
17,367.00
293.011
MULCH MATERIAL, TYPE 1
TON
6
5
200.00
1,000.00
:93.019
DISC ANCHORING
ACRE
3
2.5
165.00
412.50
:93.023
WOOD FIBER BLANKET,
TYPE HV
S.Y.
200
2.10
293.032
COMM. FERTILIZER,
ANALYSIS 12-12-12
LB.
500
474
0.50
237.00
?95.501
FURNISH AND PLANT EVERGREEN TREE,
COLORADO SPRUCE, 6' BSB
TREE
6
6
150.00
900.00
295.502
FURNISH AND PLANT SHADE
TREE,
MARSHALL SEEDLESS ASH, 2"TREE
32
33
180.00
5,94Q. -OO
295.503
FURNISH AND PLANT SHADE
TREE,
NORTHWOOD MAPLE, 2" CAL.
TREE
33
37
180.00
6,660.00
295.505
FURNISH AND PLANT DECIDUOUS SHRUB,
ALPINE CURRENT
SHRUB
10
10
25.00
250.00
295.506
FURNISH AND PLANT DECIDUOUS SHRUB,
POTENTILLA
SHRUB
12
12
25.00
300.00
295.507
FURNISH AND PLANT DECIDUOUS SHRUB,
DWARF KOREAN LILAC
SHRUB
10
10
25.00
250.00
295.508
FURNISH AND PLANT DECIDUOUS SHRUB,
PURPLE LEAF SAND CHERRY
SHRUB
10
10
25.00
250.00
295.551
ROCK GARDEN
S.Y.
230
140
10.00
1,400.00
552.201
CONSTRUCT LIGHTING UNIT
BASE
EACH
2
0
1000.00
—0-
652.211
INSTALL SALVAGED
LIGHTING UNIT
EACH
2
0
1000.00
—0—
kGE 4 OF 5 SHORT—ELLIOTT—HENDRICKSON, INC.
IC1I AT-nerox ieie�;upier iucu oii—lo—uz � II�Ii � OIYGyU0J40-►
APPLICATION FOR PAYMENT - Continued
Total Contract Amount $ 326,175.00 Total Amount Eamed
Material Suitably Stored an Site, Not Incorporated into Work
Contract Change Order No. 1 Percent Complete 100%
Contract Change Order No. Percent Complete
4yWU+ii 6
$ 290,035.48
$ 2,300.00
Contract Change Order No. Percent Complete $
GROSS AMOUNT DUE ......................... $_292 335.48
LESS 5 ° I '_77/° RETAINAGE..................$
AMOUNT DUE TO DATE .....................$1 � _'I
LESS PREVIOUS APPLICATION .......... $ 250,774-25
AMOUNT DUE THiS APPLICATION ..... $
CONTRACTOR'S AFFIDAVIT a (041 y `�
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 mated-
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 November 15 . 19 93 , —Richard Knutson
ontra or)
By:
(N a and Tltie)
COUNTY OF Scott ) SS
STATE OF Minnesota
Before me on this 15th day of November , 19 93 personally appeared
Sheri Jo sovum known to me, who being duly sworn, did depose and say
that he is the 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 thereirmMi3w, MIUMLITWIN15wte. n
NOW PWft_ iiia
My Commission Expir7�2?
Virg,
(Notary Public)
The undersigned has chec ed the Contractor's Application 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. _
S ORT E 10 -H I1DRICKSON, INC.
Date ,1 i — i l? _a13 By
-�,c--
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