HomeMy WebLinkAbout4.j. Payment #4, O'Leary's Hills 5rd Addition, Street & Utility Improvements, City Project #232 M S
CITY QF ROSEMQIINT
EXECUTIVE SU'NIl�IARY FOR ACTION
CITY COUNCIL MEETING DATE: July 20, 1993
AGENDA ITEM: Pay Estimate #4, 0' Leary' s Hills AGENDA SEGTION:
5th Addition Str & Utl Impr, City Project 232 Consent
PREPARED BY: Bud Osmundson AGENDA � # lj_�
City Engineer/Assistant Public Works Director T
ATTACffi�lENTS: Pay Estima.te #4 APP VED Y•
This item requests the fourth payment to Arcon Con.struction Co. in the
amount af $15q,264 . 67 for City Project #232, O'Leary's Hiils 5th
Additian.
Work completed and represented in this amount as of June 25, 1993 is
89% o� contracted work.
The work has been inspected and is in compliance with contract
documents .
Remaining work is clean-up and restoration of project area.
Attached is a copy of the pay voucher for your information, Staff
recommends approval of this fourth payment request.
RECOI�II�IENDED ACTION: MOTION TO APPROVE PAYMENT #4 TO ARCON CONSTRUCTION
C0. IN THE AMOUNT OF $150, 264. 67 FOR �'LEARY'S HILLS 5TH ADDITION
UTILITY AND STREET IMPROVEMENTS, CITY PROJECT #232 .
COUNCIL ACTION:
7
crrx oF RosE�ourrr
APPLICATION FOIZ PAYMENT
NO.�
CITY PROJECT NO: �� SEH FILE NO: 92410
PROJECT° �'�ary's Hills 5th Addition
CONTRACTOR: Arcon Construction Co. CONTRACT DATE: 11J4/92
943 East Forest Ave. APPLICATION l7ATE:
Mora,MN 55051 FfJR PERIOD ENI�ING:
Total Contract Amount$537,666.26 Total Amount Earned $ `�Q�`����
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 Camplete $
GROSS AMOUNT DUE ... .. $ 480,401.59
LESS 5% RETAIl�TAGE ... ..... $ 24,420.08
AIvIOUlVT DI.TE TO DA1'E .......................................... $
456,381.51
LESS PREVIOUS APPLICATIONS $ 306,11b.$4
AMOUNT DUE THIS AI�PLICAT'ION ..................,.... $ 150,264.67
APPROVED:
Bud Osmundson,
City EngineeriAssistant Director of Public Works
APPLICATION FOR PAYMENT
(UNIT PRICE C4NTRACTj
NO. 4
WNER: RiJSEMOUNT, MINNESOTA DWNER'$ PROJECT NO. 232
ENGINEER'S PROJECT NO. 92410
OCATION: O'LEARY' S HILLS 5TH ADDITION
ONTRACTOR ARCON CONSTRUCTION CO. , INC. CONTRACT DATE �(...�. �---c��
--- --------------------
903 EAST FOREST AVE. CONTRACT AMOUNT $537, 666.26
� MORA, MN 55051
'ONTR. FOR O'LEARY' S HILLS 5TH ADDITION - UTILITY & STREET C�NSTRUCTION
-------------------------------------------___---
PPLIC.DATE � �ZS� 3
-- -------�------------
ERIOD END.
__���.�'1_�3------=------
APPLICATION FOR PAYMENT
CONTRACT QUANTITY UNIT
DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL
-------------------------------------------------------
CHEDULE A - SANITARY SEWER
207.403 REMOVE SANITARY SEWER L.F. 60 $0 6.00 360.OQ
2Q7.410 REMOVE MH DROP SECTION L.F. 5.3 5.3 5D.00 265.00
222. 101 CRUSHED ROCK PIPE
FOUNDATION TQN 50 0 8.00 0.0�
222.103 GRANULAR PIPE FOUNDATION TON 5Q 0 5.00 O.QO
222.107 REPLACEMENT $ACKFILL TON 1fl0 0 5.00 0.00
273. 112 $"PVC SEWER, 10' -15 ' DEEP L_F. 371 484 15.0$ 7298.72
273_ 113 8"PVC SEWER, 15' -20' DEEP L.F. 949 836 15.38 12857.68
AGE 1 OF $ SHORT-ELLIOTT-HENDRICKSON, INC.
273.213 10"PVC SWR, 15 ' -20' DEEP L.F. 210 202 3Q.27 6i14.54
273.214 10"PVC SWR�20' -25' DEEP L.F. 1$7 195 30.27 5902.65
273.2i5 i0"�pvc SwR,25� -30' DEEP L,F. 38 38 30.27 1150.26
273.225 10"DIP SWR, 25' -30' DEEP L.F. 84 84 3?.37 3i39.t?8
273.5�1 MANHOLE, 10' DEEP EACH 7 7 1170.00 819�.00
273. 511 EXCESS MANHOLE DEPTH L.F. 64 52.54 55.60 2921.22
273.611 8" X 4" PVC WYE ERCH 31 31 37.OQ 1147.00
273. 612 1Q" X 4" PVC WYE EACH 4 4 72.00 2$$.00
273.011 4" PVC SERVICE PIPE L.F. 1350 1448 5.?4 8311.52
273.�15 4" PVC RISER PIPE L.F. 319 193 5.74 1107.82
273. 531 CONNECT TO EXISTING MH EACH 1 1 360.00 360.00
CHEDULE B - WATERMAIN
i259.001 AGG. BASE RESTORATION IN.-S. 297 821 0.$0 656.80
259.011 BIT. SURFACE RESTORATION IN.-S. 149 411 6.30 2589.30
�266. 106 6" DIP W.M. , CL. 52 L.F. 1450 1440 11.31 3.6286.40
266. 108 8" DIP W.M. , CL. 52 L.F. 902 1004 13.46 13513.$4
266.211 6" GATE VALVE AND BOX EACH 9 8 283.00 2264.00
266.212 8" GATE VALVE AND B�X EACH 3 5 378.f30 1890.00
266. 181 DIP FITTINGS LB, 16Q0 1257 1..71 2149.47
?266.311 HYDRANT EACH 4 4 1130.00 4520.Od
266.322 SALVAGED HYDRANT EACH 1 1 240.00 240.�0
266.4i1 1" COPPER SERVICE PIPE L.F. 1620 1640 7.04 11545, 60
266.421 1" CORP�RATION STOP EACH 35 35 35.�0 1225.40
266.43i 1" CURB STOP AND BOX EACH 35 35 67.50 2362.50
266.511 1b" X $" PRESSURE TAP
W/8" GATE VALVE AND BOX EACH 1 1 1300.00 130C3.QO
266.611 INSULATION BD.FT. 256 256 1.00 256.00
26$. 531 CONNECT TO INPLACE WM EACH 2 2 120.0� 24Q.00
AGE 2 OF $ SHORT-ELLICITT-HENDRICKSON, INC.
�HEDULE C - STREETS
---- -------�----
150.51� MOBILIZATION L.S. 1 1 $700.00 8700.00
157.2�1 TRAFFIC CONTROL L.S. 1 1 150fJ.00 1500.00
207.401 REMOVE CONC C & G L.F. 40 29 4.00 116.00
213.005 ROCK CONST. ENTRANCE EACH 3 0 300.Q0 0.�0
222. 601 COMMON EXCAVATION (LV) C.Y. 1000 2271 1.50 340b.50
222. 621 GRANULAR BORROW (LV) C.Y. 1000 2295 3.50 8032.50
222.701 TEST ROLLING R.S. 21 1.6 10.00 16.00
222.801 SUSGRADE PREPARATION R,S. 21 15.12 100.�0 1512.C10
223.803 AGG. BASE PLACED, CL. 5 C.Y. 1212 1212 13.50 16362.Q0
251. 108 TYPE 41 WEARING CQURSE
MIXTURE TON 580 0 19.80 Q.QO
251. 110 TYPE 31 BASE COURSE
MIXTURE TON 580 571 18.80 10734.8�
252.201 CONC. CURB AND GUTTER L.F. 4440 42?5 5.75 24581.25
253.001 4" C�NCRETE WALK S.F. 1770 17�2 1. 55 2715.60
253.002 6" CONCRETE WALK S.F. 120 120 1.90 22$.00
254.702 BIT. MAT. FOR TACK COAT GAL. 410 65 1.00 65.00
259.001 AGG. BASE REST4RATION IN.-S. 222 3I6 0.80 252.$0
259.011 BZT. SURFACE RESTORATION IN. -S. 111 15$ 6.30 995.44
260.701 ADJUST FRAME & RING
CASTING EACH 15 15 150.00 2250.00
260.703 ADJUST VALVE BOX EACH 7 7 1�0.00 700.00
284. 703 PERMANENT BARRICADES L.F. 32 0 24.40 0.0�
2$4.702 STREET NANlE SIGN EACH 3 0 225.0� 0.00
293.001 SEEDING ACRE 1.2 0 280.00 0.00
293.OtJ2 SEED, MIXTURE 600 LB. 88 � 2.25 0.0�
293.005 SODDING, TYPE LAWN S.Y. 1735 1000 1.28 12$0.00
j93.011 MULCH MATERIAL, TYPE I TON 2.3 0 105.00 �.00
�GE 3 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC.
293.019 DISC ANCHORING ACRE 1.2 0 48.00 0.00
293.023 WOOD FIBER BLANKETS,
TYPE HV S.Y. 200 0 1.28 0.00
293.032 COM. FERTILIZER,
ANALYSIS 12-12-12 LB. 120 0 0.23 0.04
511.223 2" NONMETALLIC CONDUIT L.F. 240 320 6.�Q 1920.00
�HEDULE D - STURM SEWER PHASE I:
'LEARY'S HILLS 5TH ADDITIQN
153.501 TEMPORARY FENCSNG L.F. 600 133 3.50 465.50
213.001 BALE CHECK EACH 30 22 5.00 110.fl0
213.003 SILT FENCE, PREASSEMBLBD L.F. 300 7 2.00 14.�0
227.507 GROUTED RIPRAP CL. III C.Y. 7 7 90.00 630.Q0
227. 511 GRANULAR FILTER C.Y. 4 4 20.00 $0.00
259.001 : RGG. BASE RESTORATION IN.-S. 164 820 0.8� 656.00
259.011 BIT. SURFACE RESTORATION TN.-S. 82 410 6.�0 2583.00
272.001 12" RCP CB LEAD, CL. IV L.F. 259 197 22.54 444�.38
272.002 15" RCP CB LEAD CL. III L.F. 119 160.5 23.04 369'7.92
272.013 18"RCP STORM SWR, CL III L.F. 218 0 24.$9 0.p0
272.015 21"RCP STORM SWR, CL III , L.F. 130 132 22.74 3001.6$
272.016 24"RCP STORM SWR, CL III L.F. 31 0 24.29 0.00
272.017 27"RCP STORM SWR, CL III L.F. 637 637 31.1� 19810.70
272.018 27"RCP STORM SWR, CL IV L,F. 526 526 37.09 19509,34
272.019 27"RCP STORM SWR, CL V L.F. 85 98 53.2Q 5213.6Q
272.037 27" RCP APRON
W/TRASH GUARD EACH 1 1 740.00 740.00
272.041 MANHOLE, TYPE B L.F. 1$.4 18. 63 153.00 2850.39
272.042 MANHOLE, TYPE C L.F. 22.2 23.24 168.00 39�4.32
272.043 MANHOLE, TYPE D L.F. 18.9 19.O1 176.00 3345.76
Z72.D45 MANHOLE, TYPE F L.F. 16 $.4$ 36�.00 3052.80
?72.�51 CATCH BASIN, TYPE X L.F. 43.6 32.$2 146. 60 4$11.41
�GE 4 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC.
2?2.Q52 CATCH BASIN, TYPE Y L.F. 14.8 20.43 152.00 3105.36
272.053 CATCH BASIN, TYPE C-1 L.F. 18.2 ' 17.97 186.00 3342.42
272.061 MH CASTING, TYPE R-1642 EACH 8 6 �52.00 1512.00
292.602 CATCH HASIN CASTING,
TYPE R-3067V EACH 16 14 290.00 4060.00
292.071 CONNECT TO INFLACE
STORM SEWER EACH l 1 360.00 360,00
293.005 SODDING, TYPE LAWN S.Y. 2050 0 1.28 O.flO
293.032 COM. FERTILIZER,
ANALYSIS 12-12-12 LB. 42 0 0.23 0.00
CHEDULE E - STORM SEWER PHASE II:
'LEARY' S HILLS FUTURE ADDITI4NS
153. 501 TEMPORARY FENCING L.F. 5Q0 100 3.50 350.00
207.402 REMOVE STORM SEWER L.F. 430 429 4.00 17i6.�0
207.409 REMOVE STORM SWR STRUC, EACH 2 2 200.(?0 400.00
211.502 CLEARING TREE 3 3 100.00 3�0.00
211.507 GRUBBING TREE 3 3 50.00 150.00
222. 101 CRUSHED ROCK PIPE
FOUNDATION TON 50 0 8.00 O.Ofl
222.103 GRANULAR PIPE FOUNDATION TON 50 0 5.00 O.OQ
222.107 REPLACEMENT BACKFILL TON 100 0 5.00 0.00
�259.001 AGG. BA$E RESTORATION IN. -S. 3335 31$4 0.80 2547.20
259.011 $IT. SURFACE RESTORATION IN.-S. 1668 1592 6.30 10029.60
272.014 18"RCP $TORM SWR, CL IV L.F. 10 10 24.95 249.50
272.018 27"RCP STORM SWR, CL IV L.F. 693 693 30.82 21358.26
272.019 27"RCP STORM SWR, CL V L.F. 23$ 225 41.29 9290.25
272.020 36"RCP STORM SWR, CL zV L.F. 309 306 48.84 14945.04
272.021 36"RCP STORM SWR, CL V L.F. 486 486 61.70 29986.20
272.022 48"RCP STORM SWR, GL IV L.F. 425 421 79.65 33532.65
272.042 MANHOLE, TYPE C L.F. 73.9 55.1? 146.00 $054.82
�1GE 5 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC.
272.041 MANHOLE, TYPE B L.F. 0 82.55 100.40 82$$.Q�
272.043 MANHOLE, TYPE D L.F. 92.5 32.8? 1$1.20 5956.04
272.044 MRNHOLE, TYPE E L.F. 41.6 35.42 295.00 1044�8.94
272.055 CATCH BASIN, TYPE J L.F. 19 1$.58 86.00 1597.88
272.061 MH CASTING, TYPE R-1642 EACH 12 12 252.00 3Q24.00
272.062 CATGH BASrN CASTING,
TYPE R-3067V ERCH 1 1 290.00 290.00
272.072 CONNECT TO INPLACE MH EACH 1 1 360.00 36Q.00
293.001 SEEDING ACRE 2.5 0 280.00 O.QO
293.002 SEED, MIXTURE 600 L8. 11 0 2.25 0.00
293.004 $EED, MIXTURE 1100 LB. 189 0 0.38 0.00
293.005 SODDING, TYPE LAWN S.Y. 211I 0 1.2$ Q.f30
293.011 MULCH MATERIAL, TYPE I TON 5 0 105.00 0.00
293.019 DISC ANCHORING ACRE 2.5 0 48.00 0.00
293.023 WOOD FTBER SLANKETS,
TYPE HV S.Y. 200 0 1.28 0.00
293.032 COM. FERTILIZER,
ANALYSIS 12-12-12 LB. 294 0 0.23 0,00
CHEDULE F - STORM SEWER PHASE III:
OUTH ROSE PARK ADDITION
207.402 REMOVE STORM SEWER L.F. 65 74 6.00 444.00
213.003 SILT FENCE, PREASSEMBLED L.F. 700 429 1. 50 b43.50
222. 101 GRUSHED ROCK PIPE
FOUNDATION TON 50 Q 8.00 O.OQ
222.103 GRANULAR PIPE FOUNDATION TON 50 0 5.�0 0.00
222.1Q7 REPLACEMENT BACKFILL TON 3590 2281 2.5Q 5702.50
227. 507 GROUTED RIPRAP CL. III C.Y. b 6 90.00 540.00
227.$11 GRANULAR FILTER C.Y, 3 3 20.00 b0.00
272.Q12 15"RCP STORM SWR, CL IV L.F. 385 385 20.60 7931.Ob
272.014 18"RCP STORM SWR, CL IV L.F. 154 154 22.10 3403.40
AGE 6 OF 8 SHORT-ELLIOTT-HENDRTCKSON, INC.
272.033 18" RCP APRON
W/TRASH GUARD EACH 1 1 570.00 570.00
272.041 MANHOLE, TYPE B L.F, 3?.1 0 100.4� (?.OQ
272.061 MH CASTING, TYPE R-1642 EACH 3 3 252,00 756.00
!272.071 CONNECT TO INPLACE
STORM SEWER EACH 1 1 360.00 360.00
293.001 SEEDING ACRE 2.1 0 280.00 0.00
�293.003 SEED, MIXTURE 800 LB. 170 0 1.65 0.00
)293.011 MtJLCH MATERIAL, TYPE l TON 4.2 0 105.00 0.00
�293.019 DISC ANCH�RZNG ACRE 2.1 0 48.Q0 0,00
�293.023 WOOD FIBER BLANKETS,
TYPE HV S.Y. 85Q0 0 1.28 0.00
�293.032 COM. FERTILIZER, ANA.
ANALYSIS 12-12-12 LB. 212 0 0.23 0.00
AGE 7 OF $ SHORT-ELLIOTT-HENDRICKSON, INC.
. a
. .. �
APPLICATlON FOR PAYMENT - Continued
�taf Contract Amount$ 5 3 7, 6 6 6.2 6 Total Amount Earned $ '�"So, 401 . ��
ateriai Suitably Stored on Site, Not incorporat�d into Work �
ontract Change Order No. Percent Complete �
ontract Change Order No. Percent Comptete �
ontract Change 4rder No. Percent Complete �
,-,,���� ,�Q�401•5q
.
GRQSS AMOUNT DUE.........................$ -- -�-= •
LESS � °lo RETAINAGE..................$ ��_-�� 24,�t�.o.o8
, _ � .
AM4UNT OUE TO QATE $ ,.,-'_"", , G 381,5�
..................... -T-�-�°��9- 4 5 ,
LESS FREVIQUS APPLICATiON..........$ '"'"'�-�:� 306,rt6.84-
AMOUNT DUE THIS APPLICATION.....$ '"'���� tSo,�4•6�
:C)NTRACTOR'S AFFIDAVIT
�e undersigned Contractor hereby swears under penalty of perjury that(1 j ait previous progress pay- �
nents receirred from the Owner on accaunt of wark performed under the contract referred to above
�ave been applied by the undersigned to discharge in fu11 atl obligations of the undersigned incurred in
�nnection with work covered by prior Appiica#ions for Payment under said contract, and (2} all maten-
�Is and equipment incorporated in said Project or otherwise listed in or covered by this Application for
'ayment are free and clear of all liens, claims, security interests and encumbrances.
�ated June 11. , 19 93. Arcon Construction Co. , Ine.
ractor}
Michael Denk� ame and Titie) SecretaryJTreasurer
iDU�N�F Kanabec ) SS
�TATE OF Minnesota )
Before me on this ilt� day of June , 19� pe1'Sot��ily appeared
Michael Denk�,r {Ct10W(1 t0 C112, who being duly sworn;did depose and say
that he is the se�r�tary/xreasure� of the Contractor above mentioned;that he
(Office)
executed the above Appiication for Payment and Affidavit on behalf of said Contractor, and that a11 of
the statements contained therein are true, correct and complete. s 4:•�,', ��' -` ' ."°``-':"�,<
. .- . � � �' � . -: ��f . , ? . ^T� '�:
. � � [f i .�i�`"'e '�{ ,�
� . . . � 1"� . ,a";='"1 � �1�—_ "�r� Y'�0.]c�l... f�ST 3' ZJ iTti�'�Sp,� �
My Commission Expires: April 9, i�9 v �'� � `��'�"rs*��g. l'��
(No Public) �w,� >
The undersigned has checked the Contractor's Application for Payment shown above. A part of this
Application is the Contractor's Affidavit stating that ali previous payments to him under #his Contract
have been applied by him to discharge in #uil a(I of his obligations in connection with the woric covered
by ail prior Applications for Payment.
in accordance with the Contract, the undersigned approves payment to the Contra�or of the Arnount
Dus.
S RT ELLI TT NDRICKSON, INC.
Date ���9/ 93 BY
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