HomeMy WebLinkAbout5.o. O'Leary's Hills 5th Addition Payment Request #2. City Project #232 � :� ' . . . �. . . . .. . . . � � � � �. � . .. . . . .
CITY OF ROSLbtOUNT
EXECIITIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE. January 5, 1993
AGENDA ITEM: Payment #2, 0'Leary' s Hills 5th AGENDA SECTION:
Add Utl & Str Impr. , City Project #232 Consent
PREPARED BY: Bud Osmundson AGENDA N����4� � �
City Engineer/Assistant Public Works Director B�i
ATTACffi��N'TS: Payment Voucher #2 APP VED Y:
This item requests the second payment to Arcon Construction Co. in the
amount of $52, 839 .13 for City Project #232, O'Leary's Hills 5th
Addition.
Work completed and represented in this amount as of December 8, 1992
is 35% of contracted work.
The work has been inspected and is in campliance with contract
documents.
The curb and gutter, bituminous, water and storm drain connections at
Chippendale, and will be completed in the spring of 1993 . The
Developer has not petitioned for the next 0'Leary's Addition which
would warrant the storm drain connectian to the Wachter Pond 0utlet.
Attached is a copy of the pay voucher for your in.formation. Staff
recommends approval of this first payment request.
RECON�lENDED ACTION: MOTION TO APPROVE PAYMENT #2 TO ARCQN CONSTRUCTION
CO. IN THE AMOUNT OF $52, $39. 13 FOR 0'LEAR.Y'S HILLS 5TH ADDITION
UTILITY AND STREET IMPROVEMENTS, CITY PROJECT #232 .
COUNCIL ACTION:
3
� TRANSMITTAL
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ENG/NL''8R5/ARCHtTECT S I PLANNERS 35351/ADNAIS GENTER DRN�ST.PAtJL,,MlNN�SOTA 55110 672 490-20D0
9241Q
F��No.
December 17. 1992
catE
�. City of Rosemount
2875 - 145th Street West
Rosemount, MN 5506$
RE: O�er' s Froj ect No. 232, Application for Payznent No. 2
O'Leary s Hills Sth Addition
We are
�Enciosing " ❑Sending Under 5eparate Cover C3 As Requested
Two copies of application for pavment for above referenced
pro�ect.
FOR YOUR
❑ Inforrnation ❑ Rev�ew
❑ Records ❑ D�stribution
�Approval ❑ Revision and Resobmittal
REMARKS:
Dave S�mons
er
ms
SHORT EWOTT 57.PAUL, CHIPPEWA FrAL15,
HENORICKSON INC. MINNESOTA WISCONSIN
� Pv -� � � � �
CITY OF ROSEMOUNT
APPLICATION FOR PAYMENT
N0.2
CITY PROJECT NO: �2 SEH FILE NO: 92410
PROJECT: O'Lear�s Hills 5th Addition
CONTRACTOR: �'con Construction Co. CONTRACT DAT'E: November 4, 1992
903 East Forest Avenue APPLICATION]�ATE: �ecember 8,1992
Mora,MN 55051 FOR PERIOD ENDING: November 30, 1992
Total Contract Arnount$ 537,666.26 Total Amount Earned $ 186,811.83
Material Suitably Stored on Site,
Not Incorporated into Work $
Contract Change Order No Percent CompletE $
Contract Change Order Na Percent Complet€ $
Contract Change Order Nc. Percent Complete $
GROSS AMOLTNT DUE ., ..... � 186,811.$3
LESS 5% RETAINAGE ..... . ....... ................ . ............ $ 9.340.59
AMC)LJNT DUE TO DATE ... $ 177,471.24
LESS PREVIOUS APPLICATIONS ,,... � 124,632.11
AMOUNT DIJE THIS APPLICA'I'ION ...................... $ 52,839.13
APPROVED:
� � �
�.
��
Bud Osmundson,
City EngineerJAssistant Director of Public Works
- � :� ��; � �P
APPLICATION FOR PAYMENT SiiORT ECLIGT7 � �
------------------------- �;-��JP,ICKSON. Ih�.
(UNIT PRICE CONTRACT) ��� � ,
� 1992
NO. 2
- ----- ��.. L��,��.,
NER: ROSEMOUNT, MINNESOTA OWNER'S PROJECT NO. 232
ENGINEER'S PROJBCT NO. 92410 '
CATIDId: O'LEARY'S HILLS 5TH ADDITION . -
NTRACTUR ARCON CONSTRUCTION CO. , INC. CONTRACT DATE � � 4 r.. �
---------�--------- ---------- ---�-------g------------
903 EAST FOREST AVE. CONTRACT AMOUNT $537,666.26
MORA, MN 55051 �
NTR. FOR O'LEARY'S HILLS 5TH ADDITION - UTILITY & STREET CONSTRUCTION
PLIC.DATE � � _ $_c� �
RZOD END. November 30, 1992
APPLICATION FOR PAYMENT
CONTRACT QUANTITY UNZT
DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL
'HEDULE A - SANITARY SEWER
07.403 REMOVE SANiTARY SEWER L.F. 60 60 6.00 360.00
07.410 REMOVE MH DROP SECTION L.F. 5.3 5. 3 50.00 265.00
:22. 101 CRUSHED ROCK PIPE
FOUNDATZON TON 50 8.00
22. iO3 GRANULAR PIPE FOUNDATION T�N 50 5.fJ0
22. 107 REPLACEP�IENT BACKFILL TON 100 5.00
73. 112 8"PVC SEWER, 10' -15 ' DEEP L. F. 371 371 15.08 5,594.68
73. 113 8°PVC SEWER, 15' -20' DEEP L,F. 949 949 15.38 14,595.62
GE 1 OF 8 �-' SHORT-ELLIOTT-HENDRTCKSON, INC.
� _ � �
• �
, i
. , :
73.213 10"PVC SWR, 15'-20' DEEP L.F. 210 210 30.2? 6,356. 7�
73.214 10"PVC SWR,20'-25' DEEP L.F. 187 187 30.27 5,660.49 :
�
:73.215 1{?"PVC SWR, 25'-30' DEEP L.F. 3$ 38 30.27 1,150.26 ,
:73.225 10"DIP SWR, 25' -30' DEEP L.F. 84 84 37.37 ��,39. 08
.7,3, .SO1 MANHOLE� lO' DEEP EACH 7 7 1170.40 8�19Q.OQ
•73.511 EXCESS MANH4LE DEPTH L.F. 64 53 55.60 2,946. 80
:73.611 8" X 4" PVC WYE EACH 31 31 37.00 1,147.00
:73.612� 10" X 4" P�C WYE EACH 4 � 4 72.04 288.U0
73.011 4" PVC SERVICE PIP£ L.F. 1350 1.448 5.74 8,311.52
;73.015 d" PVC RISER PIPE L.F. 319 193 5.7� 1,107.82
?3.531 CONNECT TO EXISTING MH EACH 1 1 3b0.00 3fi0.00
:HEDULE B - WATERMAIN
59.001 AGG. BASE RESTORATION IN.-S. 297 0.$0
59.OI1 BIT. SL3RFACE RESTORATION IN.-S. 149 6.30
.6b.106 6" DIP W.M. , CL. 52 L.F. 1450 1,440 11.31 16,286.40
6b.108 $" DIP W.M. , CL. 52 L,F. 902 $23 13.46 11,077 .5$
66.211 6" GATE VALVE AND BQX EACH 9 9 283.00 Z,547.00
:66.212 8" GATE VALVE AND BOX EACH 3 '� 378.OQ 1,512.00
'66. 181 DIP FITTINGS LB. 1600 692 1.T1 1,183.32
6b.311 HYDRANT EACH 4 -b-4 1130.00 �x�--�8-�&- Dx;
66.322 SALVAGED HYDRANT EACH 1 1 240.00 24Q,00
%66.4I1 1' CQPPFR SERVZCE PIPE L.F. 1620 1640 7.04 11,545.60
66.421 1" CORPORATION STOP EACH 35 35 35.00 1,225.00
66.431 1" CURB STOP AND BOX EACH 35 35 67. 50 2,3fi2. 50
fi6. 511 16" X 8" PRESSURE TAP
WJ8" GATE VALVE AND BOX EACH 1 1300.00
6b. 611 ZNSULATION BD. FT. 256 192 1.00 192.QU
66.531 CONNECT TO INPLACE WM EACH 2 2 120.00 2�+O.aO
�E 2 OF 8 �: SHORT-ELLIOTT-HENDRICKSON, INC.
. � •
'HEDULE C - STREETS '
5(J.51� MOHILIZATION L.S. 1 ' . 5U 8700.0� 4,350. QU
5?:201 TRAFFZC CONTROL L.S. 1 •4� 1500.00 604.00
.07.401 REMOVE CONC C & G L.F. 40 4.OQ
:13,p05 ROCK CONST. ENTRANCE EACH 3 300.00
•22.601 COMMON EXCAVATION (LV) C.Y. 1040 814.5 ].,50 2,221.75
:22.621 GRANULAR BORROW (LV) C.Y. 1000 814. 5 3.50 2,$50.75
:22;701 TEST ROT,LING R.S. 21 Z.6 10.00 16:U0 '
.22.$Ol StTBGRADE PREPARATION R.S. 21 100.00
:23.803 AGG. BASE PLACED, CL. 5 C.Y. 1212 659.02 I3.50 8,896,77
:51.108 TYPE 41 WEARING COURSE
MIXTURE TON 4 580 19.80
:51.110 TYPE 31 BASE COURSE '
MIXTURE TON 580 18,80
:52.201 CONC. CURB AND GUTTER L.F. 4440 5.75
:53.001 4" CONCRETE WALK S.F. 1770 � 1.55 '
:53.002 6" CONCRETE WALK S.F. 120 1.90 '
?54.?02 BIT. MAT. FOR TACK COAT GAL. 410 1.00 '
'_59.001 AGG. BASE RESTORATZON IN.-S. 222 0.80
?59.011 BIT. SURFACE RESTORATION IN.-S. 111 6.30
'_6D.701 ADJUST FRAME & RING
CASTING EACH 15 150.00
'.60.703 ADJUST VALVE BOX EAGH 7 T00.00
?84.703 PERMANENT $ARRICADES L.F. 32 24.40 '
'.84.702 STREET NAME SIGN EACH 3 225.00
.93.001 SEEDING ACRE 1.2 280.00 '
.93.002 SEED, MIXTURE 600 LB. 88 2.25
.93.005 SODDING, `TYPE LAWN S.Y. 1735 1 .2$
.93.011 MULCH MATERIAL, TYPE I TON 2.3 105,00 '
.GE 3 OF 8 `" SHORT-ELLIOTT-HENDRICKSON, INC. ,
_-- --.
. + • , ,
93.OI9 DISC ANCHORZNG ACRE 1.2 48.00
93.423 WOOD FIBER BLANKETS, .
TYPE HV S.Y. 200 " 1.28 '
93.032 COM. FERTILIZER,
ANALYSIS 12-12-12 L8. 120 0.23
11.223 2" NONMETALLIC CONDUIT L.F. 2a0 6.00
HEDULE D - STORM SEWER PHASE I: '
LEARY'S HILLS 5TH ADDITION '
53.501 T£MPORARY FENCING L.F. 600 • 133 . � 3.50 465.50
13.001 BALE CHECR EACH - 30 2 5.00 10.00 '
13.003 SILT FENCE, PREASSEMBLED L.F. 300 � 2.00 14.00
27.507 GROUTED RIPRAP CL. IIZ C.Y. ? 90.00
2?. 511 ' GRANULAR FILTER C.Y. 4 20.00 '
59.001 AGG. BASE RESTOr'tATION ZN.-S. lb4 0.80
S9.O11 BIT. SURFACE R£STORATION IN.-S. 82 6.30
72.001 12" RCP CB LEAD, CL. IV L.F. 259 89 • 22.54 2s006.06
72.002 15" RCP CB LfiAD CL. III L.F. 119 124.5 23.04 2,568.48
72.013 18"RCP STORM SWR, CL III L.F. 218 20.89 '
?2.025 21"RCP STORM SWR, CL III L.F. 130 22.?4
?2.016 24"RCP STORM SWR, CL III L.F. 31 24.29 '
72.017 27"RCP STORM SWR, CL III L. F. 637 637 31. 10 19,810.70
72.018 27"RCP STORM SWR, CL ZV L. F. 526 317 37.09 11,75�.53
72.019 27"RCP STORM SWR, CL V L.F. $5 98 53.20 5,�213.68
72,037 27" -RCP APRON '
W/TRASH GUARD EACH 1 l ?4Q.00 740.0�
72.041 MANHt'3LE, TYPE B L.F. 18.4 153.00
72.042 MANHOLE, TYPE C L. F. 22.2 17. 24 158.00 2.896.32
72.043 MANHOLE, TYPE D L. F. 18.9 1 8 �9 176.00 y}326,�40
72.045 MANHOLE, TYPE F L.F, 16 3b0.00
72.051 CATCH BASIN, TYPE X L.F.� 43.6 12 146.60 1,759.20
3E 4 OF 8 `= SHORT-ELLIOTT-HENDRICKSON, ZNC. ,
. � •
_ ;
'72.052 CATCH BASIN, TYPE Y L.F. 14.8 14.6 152.00 2,219. 20
72.053 CATCH BASIN, TYPE C-1 L.F. 18.2 18•2 . 186.00 3,385.20
72.061 MH CASTING, TYPE R-1642 EACH $ 252.00
92. 602 CATCH HASZN CASTING, '
TYPE R-306?V EACH 16 290.00
92.071 CQNNECT TO INPLACE
STORM SEWER EACH 1 360.00
93.005 SODDING, TYPE LAWN S.Y. 2050 1.28
93.032 COM. FERTILIZER, '
ANRLYSIS 12-12-12 LB. 42 0.23
;HEDULE E - STORM SEWER PHASE II:
LEARY'S HILLS FUTURE ADDITIONS '
53.501 TEMPORARY FENCING L.F. 500 3.50
07.402 REMOVE STORM SEWER L.F. 430 4.00
07.409 REMOVE STORM SWR STRUC. EACH 2 200.04
:11.502 CLEARING TREE 3 100.0�
—�—
:21.507 GRtJHBING TREE 3 50.00
.22.101 CRUSHED ROCK PZPE
FOUNDATION TON 50 $,00 '
:22.103 GRANULAR PZP£ F4UNDATION TON 50 5.00
:22. 107 REPLACEMENT BACKFILL TON 100 5.�0
59.001 AGG. BASE RESTORATION IN.-S. 3335 0.80
59.011 BIT. SURFACE RESTORATiON IN.-S. 16b8 6.30
72.014 18"RCP STORM $WR, CL ZV L.F. 10 24.95
72.018 27"RCP STORM SWR, CL IV L.F. 693 30.82 '
72.019 27"RCP STORM SWR, CL V L.F. 238 41.29
72.020 36"RCP STORM SWR, CL IV L.F. 309 48.84
72.021 36"RCP STORM SWR, CL V L. F. 486 61.70 ' -
72.022 48"RCP STORM SWR, CL IV L.F. 425 79.65
72.042 MANHOLE, TYPE C L.F. � 73.9 146.00
3E 5 OF 8 � SHORT-ELLIOTT-HENDRICKSON, INC.
72.043 MANHOLE, TYPE D L.F. 92.5 181.20
72.044 MANHOLE, TYPE E L.F. 41.6 295.00 '
72.055 CRTCH BASIN, TYPE J L.F. 19 86.00
72.061 MH CASTING, TYPE R 1642 EACH 12 252.00
72.062 CATCH BASIN CASTING,
TYPE R-3067V EACH 1 290.00
72.072 CONNECT TO ZNPLACE MH EACH 1 360.00 '
93.001 SEEDZNG ACRE ' 2.5 �$0.00� '
93.002 SEED, MIXTURE 600 LB. 11 2.25
93.004 SEED, MIXTURE 1100 LB. 1$9 0.3$
93.005 Sf3DDING, TYPE LAWN S.Y. 2111 1.28
93.011 MULCH MATERIAL, TYPE I TON 5 105.00
93.019 DISC ANCHORING ACRE 2.5 45.00
93.023 WDOD FIBER BLANKETS, '
TYPE HV S.Y. 200 1.28
.93.032 COM. FERTILIZER, '
ANALYSIS 12-12-12 LB. 294 (J.23
'HEDULE F - STORM SEWER PHASE III: '
�UTH ROSE PARK ADDITION
:07.402 REMOVE STORM SEWER L.F. 65 6.00
'_13.003 SILT FENCE, PREASSEMBLED L.F. 7C10 1. 50
:22.101 CRUSHED ROCK PIPE
FOUNDATTON TON 50 8.00 '
:22. 103 GRANULAR PIPE FOUNDATION TON 50 5.00 '
:22.107 REPI;ACEMENT BACKFILL TON 3590 2.50 '
2?. 507 GROUTED RIPRAP CL. ZII C.Y. 6 90.tJ0 '
27.511 GRANULAR FILTER C.Y. 3 20.00
72.012 15"RCP STQRM SWR, CL IV L.F. 385 20.60
72.014 18"RCP STORM SWR, CL IV L.F. 154 22. 1�
�E 6 OF 8 ;� SHORT-ELLIOTT-HENDRICKSON, INC.
. ,,
�2.033 18" RCP APRON
W/TRASH GUARD EACH 1 570.00
72.041 MANHOLE, TYPE B L.F. 37.1 100.40
72.Ob1 MH CASTiNG, TYPE R-1642 EAGH 3 25�.00 �
72.071 CONNECT TO INPLACE
STORM SEWER EACH 1 360.00
33.001 SE£DING ACRE 2.1 280.00
�3.003 SEED, MIXTURE 80� LB. 1?0 1.65
�3.011 MtJLCH MATERIAL, TYPE 1 � TON 4.2 105.00
33.Q19 DISC ANCHORING A�RE 2.1 48.00
�3.023 WOOD FIBER BLANKETS,
TYPE HV S.Y. 85�0 1.28
�3.032 COM. FERTILTZER, ANA.
ANALYSIS 12-12-12 LB. 212 0.23
�E 7 OF 8 '� SHORT-ELLIOTT-HENDRICKSON, INC.
. ' APPLICATION fOR PAYMENT- Continued
, /86,81l.$3
Total Contract Amount$ 5 3 7, 6 6 6.2 6 Totai Amount Earned � �'�_"���'�`'''-'T'�
Materiai Suitabiy Stored on Site, Not Incorporated into Work �
Contract Change Order No. Percent Complete � �
Contrac# Change Order Na Percent Compiete $
Contract Change Order No. Percent Complete $��
GROSS AM4UNT DUE............... .........$ �� �•
.
LESS � % RETAINAGE..................$ �';�-s9—q34�.s�
AMOUNT DUE TO DATE $ �' � �
........ ..... ,
• � LESS PREVIOUS'APPLtCAT10N..........$ �.24>632.11 •
AMOUNT DUE THIS APPLICATiON.....$ '��'}�'
:52� . 13 �� �
CONTRACTOR'S AFFI�AVtT � 1 �
The undersigned Contractor hereby swears under penal#y of pe�}ury that (1) all previous progress pay-
merrts received #rom the Owner on account of work performed under the coMract referced to above
have been applied by the undersigned to dscharge in fuli a11 obliga#ions of the undersigned incurred in �
connection with work covered by prior Applications for Payment under said cx�ntract, and{2) a!i materi-
afs and equipment incorporated i� said Project or otherwise tisted in or covered by this Application for
Payment are free and clear of alt liens, claims, security interests and encumbrances.
DStBd December 8 , 19 92 Arcon Construction Co. , Inc.
tractor)
B �
(Name and Title)
COUNTY OF xanabec ) SS
STATE OF, ; Minnesota )
Before me on this stn day of De�ember , 1992 personaDy appeared
Michael Denker k(i0W(t �0 fT18, wh0 being duly SwOCtt, did depOse attd s3y
tF�at he is the s��retary-Treasurer of the Contractor above mentioned;that he
(Office)
execx�ted the above Appfication for Payme�t and Affidavi# on behalf of said Contractor; and that all of
the statements contained therein are true, correct and c�mptete.
itfi",�w�l�1'.AMJ'�q.�JM V.vl'+d1ANtM`.i1Nl►AARAIK
�- ., e.��j,r , ��.�n'�Ck"S(7TA �'' `�
. T�. . ;r L fr"f t .J_ � l '*`1,,,� �
My Commissioc� Expires. 4/9�9s � � ���,r `--
,� �::c , . �:������, �s�s� (Notary Public)
s:�,rv•o:.:n.;�..�o�:�•.v�v,rvvsn::��w„�rv�
The undersigned has checked 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 ail of' his obligations in connection with the work cavered
by all prior Applications for Payment.
In accordance with the Contract, the undersigned approves payment to the Contractor of the Amount
Due.
S RT El, HE ICKSON, INC.
.- - .
oate 12- �4 - 9 � BY
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