HomeMy WebLinkAbout4.e. Payment #3, Armory Site Sanitary Sewer, City Project #236 +
CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: November 2, 1993
AGENDA 1TEM: Payment #3, Armory Site Sanitary Sewer, AGENDA SECTION:
City Project #236 Gons
PREPARED BY: Bud Osmundson -AGENDA NO.
City Engineer/Assistant Public Works Director - - -
ATTACHMENTS: Payment Voucher #3 APP V D Y:
This item requests the third payment to Richard Knutson, Inc. in the amount of
591,891 .17 for City Project #236, Armory Site Sanitary Sewer.
Work campleted and represented in fihis amount as of October 1b, 1993 is 82°l0 of
contracted work. The work has been inspected and is in compliance with contract
documents. As of this writing, the only remaining items are the seeding, sodding, tree
pianting and restoratian. This payment does not include Change Order #1 which is a
separate agenda item.
Attached is a copy of the pay voucher for your information. Staff recommends approvat
o# this third payment request.
RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #3 T0 RICHARD KNUTSON,
INC. IN THE AMOUNT OF $91,891.17 FOR THE ARMORY SITE SANITARY SEWER, CITY '�,
PROJECT #236.
COUNCIL ACTION:
2
CITY OF ROSEMOUNT
APPLICATION FOR PAYMENT
NO. ._.3_
CITY PROJECT NO: �3ti SEH FILE N�: RQ�F��aan m
PRQ�CZ': -Ar,t1]CL�rv_,cji� �ani_ tar���aw2r�2TQVPmpnt�
CONTRACTOR: �i�h�r� Knut n Tn� CONTRACT DATE: ���3�R2
1��$� Rhp�P lap�] A��P c,n. APPLICATION DATE: 1(1�1�f Q�
�av�e.�Lti��.7g FOR PERIOD ENDIN�: ��(1JA3
Total Contract Amount �.��,$��i00 Total Amount Earned $ �b�,22 A�
Material Suitably Stored on Site, :
Not Incorporated into Work $
Contract Change Order No. Percent Complete $
" Contract Change 4rder No. Percent Complete $
Contract Change Order Na Percent Complete $
GROSS AMOUNT DUE . . . . . . . . . . . . . . . . . . . . . $ 2fi�,272�0
LESS 5% RETAINAGE . . . . . . . . . . . . . . . . . . . . . . $ 1�,��Fi.�+
AMOUNT DIJE TO DATE . . . . . . . . . . . . . . . . . . . . . . $2�(1f��4 2�
LESS PREVIOUS APPLICATIONS . . . . . . . . . . . . . . . . $15.f3,8��(18
AMOUNT DUE THIS APPLICATION . . . . . . . . . . . . . . $ A1�g.A� ��
APPROVED:
I��v`il �—
�����
u smun san
City Engineer/Assistant Director of Public Works
Job #442
APPLICATI�N FOR PAYMENT
(UNIT PRICE CONTRACT)
NO. �
WNER: ROSEMQUNT, MINNESOTA OWNER'S PROJECT NO. 236
ENGINEER'S PROJECT NO. 92040_01
' ---------------
OCATION: ARMORY SITE
ONTRACTOR RZCHARD KNUTSON, INC. CONTRACT DATE
---------------- ------------------------
12585 RHODE ISLAND AVE SO CONTRACT AMOUNT $323, 875.00
-------------- ----------------------
SAVAGE MN 55378
ONTR. FOR ARMORY SITE — SANITARY SEWER IMPROVEMENTS
PPLIC.DATE ----------------------------------------------------____ _
---------------
ERIOD END. 09�20/93
APPLICATION FOR PAYMENT
CONTRACT QUANTITY UNIT
__DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL
-----------------L.S. ---------i-------------------
150.501 MOBILIZATION 1 340Q.00 3,400. 00
153.501 TEMPORARY FENCING L.F. 4000 1704 1.25 2, 130. 00
157.201 TRAFFIC CONTROL L.S. 1 _ 1 2500.00 2,SOa,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 MANHDLE EACH 2 2 195.00 390. 00
Z07.410 REMOVE 'CONCRETE LIGHTING
UNIT BASE EACH 2 1 1000.00 1 , 000. 00
?07.423 SALVAGE SEWER METER EACH l 1 370.00 370. 00
�GE 1 OF 5 SHORT—ELLIOTT—HENDRICKSON, INC.
da
i
203.424 SALVAGE LIGHTING UNIT EACH 2 1 1000.00 1,000.00
211.502 CLEARING TREE 100 88 45.00 3, 960.00
211.507 GRUBBING TREE 100 88 45.00 3 , 96Q.00
213.001 BALE CHECK BALE 5Q Q 5.00 -0-
213.003 SILT FENCE, PREASSEMBLED L.F. 600 22Q 1. 50 330. OD
213.005 ROCK CONST. ENTRANCE EACH 1 p 595.00 -p-
222. 1OI CRUSHED ROCK PIPE
• FOUNDATION TON , 100 74 ?. 65 566. 10
222.1q3 GRANULAR PIPE FOUNDATION TON 100 0 4.$0 --0-
222.107 REPLACEMENT BACKFILL TON 8500 401 4. 1,0 1,644.10
222.701 TEST ROLLING R.S. 12 12 10,00 120.OQ
��
222.801 SUBGRADE PREPARATION R.S. 12 12 125.00 1,500. 00
223.803 AGG. BASE PLACED, CL 5 �C.Y. 180 361. 60 14. 65 5, 297.44
230.001 BORE 16" STEEL CASING L.F. 120 120 102.00 12,24Q.OQ
230.011 JACK 8" PVC CARRIER L.F. 120 120 10.85 1, 302 . 0�
250.701 AGG. SURFACING, CI; 2 TON 900 545. 30 7. 10 3 ,872. 63
250.903 AGG. SHOULDERING PLACED,
CLASS 2 C.Y. 150 93.2 15.55 1,449. 26
251. 108 TYPE 41 WEARING COURSE
MIXTURE TON 135 137. 2 2$.05 3 , 848. 46
25i . 110 TYPE 31 BINDER COURSE
MIXTURE TON 135 145.38 27.00 3, 925. 26
254.702 BIT. MAT. FOR TACK COAT GAL. 70 75 1. 50 112. 50
259.001 AGG. BASE RESTORATION IN-SY 700 1988. 4 0.65 1, 292. 46
259.011 BIT. SURFACE RESTORATION IN-SY 350 $06. 4 3.85 3, 104.54
259.021 C & G RESTORATION L.F. T00 110 12.00 1, 320.4-0
272.311 12" CM PIPE CULVERT L.F. 45 45 15.25 686.25
272.315 12" CM PIPE APt20N EACH 2 3 83. 50 254. 50 *
273.011 4" PVC SEWER SERVICE L.F. 75 142.7 6.50 927.55
273.112 g"PVC SEWER, 10' -15 ` DEEP L.F. 638 587 16.90 9 , 920. 30
�GE 2 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.
73. 113 8"PVC SEWER, 15 ' -20 ' DEEP L.F, 589 56� 1b.9C1 ,9,464.Q0
73. 114 8"PVC SEWER, 20' -25 ' DEEP L.F. 60 60 16.9Q 1,014.00
73. 119 8°DIP SEWER,O' -10' DEEP L.F. 30 3� 40.45 1 . 456. 20
73.121 8"DIP SEWER, 15 ' -20' DEEP L.F. 34 62 40.45 2,507, 90
73.122 8"DIP SEWER,20' -25 ' DEEP L.F. 151 151 4Q.45 6 ,107. 95
73.123 8"DIP SEWER, 25' -30' DEEP L.F. 13Q 130 40.45 5 ,258.50
73.124 8"DIP SEWER,30' -35 ' DEEP L.F. 43 43 40.45 1,739. 35
73.125 8"DIP SEWER,35' -40' DEEP L.F. 24 24 40.45 974.$0
73.126 8"DIP SEWER, 40' -45 ' DEEP L.F. 18 18 4Q.45 72$.10
73.211 12"DIP SWR,15' -20' DEEP L.F. 43 42 35.10 1, 474.20
73.331 27"RCP SWR, 15' -20' DEEP L.F. 31 28 69.10 1,934.80
73.332 27"RCP SWR�2Q' -25 ' DEEP L.F. 520 513 69.10 35�4�48.30
73.333 27"RCP SWR, 25 ' -30' DEEP L.F. 186 1$0 69. 10 12 ,438. 00
73.334 27"RCP SWR,30' -35 ' DEEP L.F. 168 16$ 69. I0 11 , 608 . 8�
-73.335 27"RCP SWR,35 ' -40' DEEP L.F. 162 190 69. 10 13 ,129. �0
73.336 27"RCP SWR,40'-45 ' DEEP L.F, 22 0 69. 10 -0-
73.501 STD MANHOLE, 10' DEEP EACH 11 12 985.00 11,$20. 00
73. 511 EXCESS MANHOLE DEPTH L.F. 145 120 65.Q0 7,800. 00
73.521 MANHOLE DROP SECTION L.F. 25 2'7,�p 172. 50 4 , 674,75
73. 531 MANHOLE CONNECTION EACH 2 4 235.00 944. 04
73. 611 g" R 4�� PVC WYE EACH 3 S 35.00 175.00
74.201 ABANDON EX. LIFT STATION L.S. 1 1 4900.00 4 .900.40
74.211 WET PIT SEWAGE LIFT
STATION L.S. 1 95� 22350.00 21 . 232. 50
74.221 TEMPORARY PUMPING L.S. 1 1 5000.00 5,000. 00
74.311 6" DIP FORCEMAIN L.F. 530 S23 12. 60 6 , 5$9. 80
74.321 CONNECT TO EX. FORCEMAIN EACH 1 1 235.00 235: �0
74.401 VALVE VAULT L.S. 1 1 7130.00 7 , 130. 00
�E 3 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC.
?93.001 SEEDING ACRE 3 Q 185.00 -�-
?93.002 SEED, MIXTURE 600 LB. 225 p 4.40 _p_
?93.005 SODDING, TYPE LAWN S.Y. 9600 p 1.50
-�-
?93.011 MULCH MATERIAL, TYPE 1 TON 6 p 200.00
-0-
?93.019 DISC ANCHORZNG ACRE 3 Q 165.00 -Q-
?93.023 WOOD FIBER BLANKET,
TYPE HV S.Y. 200 n 2.10 _�_
?93.032 COMM. FERTILZZER, � � � . �
ANALYSIS 12-12-12 LB. 500 p 0.50 -0-
?95.501 FURNISH AND PLANT EVERGREEN TREE,
COLORADO SPRUCE, 6 ' B&B TREE 6 6 150.0� 900. 00
?95.502 FURNISH AND PLANT SHADE TR$E,
MARSHALL SEEDLESS ASH, 2"TREE 32 32 1$0.00 5,760. 00
?95.503 FURNISH AND PLANT SHADE TREE,
NORTHWOOD MAPLE, 2" CAL. TREE 33 33 180.00 5 ,94Q. p0
'_95.505 FURNISH AND PLANT DECIDUOUS SHRUB,
ALPINE CURRENT SHRUB 10 10 25.00 250. 00
'_95.506 FURNISH AND PLANT DECIDUOUS SHRUB,
POTENTILLA SHRUB 12 12 25.00 300. 00
'95.507 FURNISH AND PLANT DECIDUOUS SHRUB,
DWARF KOREAN LILAC SHRUB 10 10 25.00 250. 00
'_95. 508 FURNISH AND PLANT DECIDUOUS SHRUB,
PURPLE LEAF SAND CHERRY SHRUB 10 10 25.00 250. 00
'.95. 551 ROCK GARDEN S.Y, 230 14� 10.00 1, 400. 00
�52.201 CONSTRUCT LYGHTING UNIT
BASE EACH 2 0 1000.00 -0-
�52.211 INSTALL SALVAGED
LIGHTING UNIT EACH 2 Q 1000.00 -0-
�E 4 OF 5 SHORT-ELLZOTT-HENDRICKSON, INC.
• F .,3 . � . � . � . � .
� APPLICATION F4R PAYMENT - Continued
at�3, �-�a,q� D�s
Total Contract Amount $ �2 3, 8 7 5 .o o Total Amount Earned $_ ,
Material Suitab(y Stored on Site, Nat Incorporated into Work $
Contract Change Order No. Percent Complete $
Contract Change Order No. Percent Complete $
Contract Change Order No. Percent Complete $
GROSS AMOUNT DUE........ ������y ��
.................$ �S
43 (�t8.6s' D
LESS 5 °lo RETAINAGE..................$ �'� _ , " _ '` �
AMI�UNT DUE TO DATE �����D
..$ -� ,
� � I.ESS PREVIOUS APPLIC�ITION..........$ 15s,S83.08 ✓ .
AMOUNT DUE THIS APPLICATlON.....$ °�;-��W.�',
C O N T R A C T Q R'S A FF(DAV(T �T�� 89 ►- t� ti�
The undersigned Contractor hereby swears under pena{ty of perjury thaf (i j ail previous progress pay-
ments received from the Owner on account af wor#c performed under the contract referred to above
have been appiied by the undersigned to discharge in full aif obiigations of the undersigned incurred in
connection with work covered by prior Applications#or Payment under said contract, and (2) ali materi-
als and equipment incorporated in said Project or oth�rwise Gsted in or covered by this App[ication for
Payment are free and elear of all liens, cfaims, security interests and encumbrances.
DatBd October 15 , 19 93 . Richard Knutson, Inc.
- o r)
By: � '
(N e and Title)
COUNTY OF scott ) SS
STATE OF Minnesota 1
Before me on fhis iSth day of october , 19 93 personalfy appeared
sheri Jo BoYum known to me, who being duly swarn, did depose and say
that h$ is the Treasurer of the Contractor above mentioned;that he
(Officej
executed the above Applicati r Payment and Affidavit on behalf of said Contractor; and that all of
the statements con#ained th e �� mplete.
�►�-� � l
My Commission Expires `� � � �. �.
(Notary Public)
The undersigned has checked the Contractor's Application for Payment shawn above. A pa f this
Application is the Contractor's Affidavit stating fihat all previous payments to him under this Contract
have been app(ied 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
Dus.
SH -ELL HE RlCKSON, INC.
Date /o - �d �93 By .
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