HomeMy WebLinkAbout4.q. Payment #5, West Ridge 4th Addition Street & Utility Improvements, City Project #223 . , . r .. . . . . . � . � . � . . � . :. � . . �. � .. �. . .
CITY OF ROSEMOtJNT
EXECUTIVE SIII�+Il�lARY FOR ACTION
CITY COUNCIL MEETING DATE: January 19 , 1993
AGENDA ITEM: Payment #5, West Ridge 4th Add AGENDA SECTION:
Street & Utility Improvements, Project 223 Consent
PREPARED BY: ,Bud Osmundson AGENDA N0.
City Engineer/Assistant Public Works Director
ATTACHI�2ENTS: Payment Voucher #5 AF OVED� BY:
' �% � �
This item requests the fifth payment to Exce1 Utilities Co. , Inc. in
the amount of $32 , 823 .51 for City Project #223 , West Ridge 4th
Addition Street and Utility Improvements.
This payment request includes a payment for Change Order No. 1,
0'Leary;s Hills 6th Addition, in the amount of $19, 953 .02 . This
represents 910 of the amount of work to complete the O'Leary' s Hills
6th Addition.
Work completed and represented in this amount as of November 15, 1992
is 93% of contracted work.
The work has been inspeeted and is in compliance with contract
documents.
Attached is a copy of the pay voucher for your information. Staff
recommends approval of this fifth payment request.
RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #5 T0 EXCEL UTILITIES CO. ,
INC. IN THE AMOUNT OF $32 ,823 .51 FOR WEST RIDGE 4TH ADDITION STREET AND
UTILITY IMPROVEMENTS, CITY PROJECT #223 .
COUNCIL ACTION:
1
V�
CITY OF ROSEMOUN'T
APPLICATIC?N FOIt PAYMENT
NO. 5
CITY PROjECT NO: 223 SEH FILE NO: 92229.01
PROJECT: West Ridge 4th Addition,Utility &Sireet Construction
CONTRACTOR Excel Utilities Co.,Inc. CONT'RACT DATE: June 1, 1992
8829 215th Street West �I�LICATION DATE: December 4, 1992
Lakeville,MN 55044 FOR PERIOD ENDING: November 15, 1992
Total Contract Amount$ 228.571•8� Total Amount Earned $ 212,437.39
Material Suitably Stored on Site,
Not Incorporated into Work $ '-
Contract Change Order No 1 Percent CompletE 91 � 19,953.02
Con�ract Change Order No. Percent CompletE $
Contract Change Order Nc. Pereent Complete $
GROSS AMOIJNT DUE ,,,,,,,,, � 232,390.41
LESS 5% RETAINAGE ,,,, � 11,619.52
AMOUNT DUE TO DATE ' � 220,770.89
LESS PREVIOUS APPLICATIONS............................ $ 1$7.947.38
AMOUNT DUE'THIS APPLICATION ...................... $ 32,823,51
APPROVED:
Bud Osmundson,
City Engineer/Assistant Director of Public Works
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APPI�ICA'1'lON FOR PAYMENT ����n �� ` � �"
L� N:G �9y�
(Ut�IT PRICE CONTRACT) ��„w R���
NO. e
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UwN�K: ROSEMOUNT, MINNES4T1� OWNER�S PROJECT NO. 223
ENGINEER' S PROJECT NO. 92229
LOCATIdN: ROSEMOUNT, MINNESOTi�
-------------------••-----------
Cc7NT1tAC`t'(7� EXC�1, U2'ILIT:LES CO. ,. INC, C�NTFiACT DY►TE 6/1/92
8829 215TH ST, W. CONTRACT AMOUNT $228, 57I.80
LAKEVILLE, MN 5504<E
'�--�----------------•------ ---
CONTR. FOR WEST RIDGE 4'i'H ADD'tt. , UTILI'I'Y & STI�EET CONSTRUCTION - ROS$MOUNT, MN
.»....-----------------•--------------.._-__ ____--------- ��-__�--- ----
APPLIC.bATE
December 4, 1992
PLTRIpD END.
---1�4Y��z.��_�..992---•--___
APPLICATI4N FOR PAYMENT
CONTRACT QUANTITY UNIT
tJESCRTPTipN UNIT �UANTITY TO DATE PRICE TOTAL
- -----------�-------L.S. "'-------1---,-----�------------�--_----
2t?21. 501 M�BI�YZATI:ON 1 200C?.QO $ 2,000.00
2I04. 5�1 REMOVE CUtt�3 � GUTTEF. L.F. 130 2b 2.Q0 $ 52.00
21U4.SU� REMbVE SZ�URM SEWER EACH 3 3 100.00 S 3p0.00
STRUCTUItES �
2573.501 BALE CHECK EACH 30 l�. 5.p0 S 55.00
2573. 603 SILT FENCr:, PREASEMHLED L.�', 4Q0 _._ _ 7.. 5Q S , _
2573. 511 RdCK CpNSTRUC'1':CON EACH 2 2QO.OQ S
ENTRANG�; -�
0259. 601 CRUSHEU ROCK PIPE TC)N 100 0.01 $
FpUNDATION �
PAC3E 1 OF � SHORT-ELLIOmT-HENDRY�KSON, INC,
02�9. GQ3 GRANULAR FIPE FOUNDF►TYON TON lU0 O.O� S
0259.607 REPLAC�MENT BACKFILI� '1'ON 200 __ �_ Q.O1 $
2211.503 AGGREGATE �3ASE PLACE;D, C.Y. 1317 ��17 12.00 $ 15,8Q4.Q0
� CLA85 5
Z331. 54$ TYPE 41 WEAR�N� CpUF:sE TpN 594 X9,pp g
M I X TUR E -�-----
2331. 514 �i•YYE 31 BASE COURSE TON 594 667.73 18.00 � 12,019.14
MIXTURE - �� ----�
25�1 . 501 CONCRETE CURH & GUT'IER, L.F. 3520 3472 4.85 $ 16,839.20
DES. S 518 ---.....
2�21. 501 �" CONCRETE WALK S.F. 9496 Rgn� 1.55 $ 12.866.55
2521. 5U"l 6" GdNtRETE WALK S.P. 460 1560 . 1.60 $ 2,496.00
---�_
QZ�7.d06 6" DIP WATERMAIN, CL. 52 L.F. 293 �g�'� 10.00 $ 2,$60.�0
0257.�08 8'� DIP WA�r�,RMAIN, CL. 52 L.F. 1733 1��� 12,00 S 0,55 ,.00
0257.606 6" R.S. GATE VALVE & BQX EACH 6 __��_ 30t�,p0 S_��g00.00
qZ57.608 8" R.S. GATE VALVE & BpX EACH
4 �` 400.00 S� � ,hn�_�p
0257. 630 FITTTNGS LBS. 1350 _` 740 1,00 S 740.00
-_.,_�.,,_
0257. G40 P'IftE HYDRANT �ACH 4 4 1100.00 $ 4,400.00
b257. 641 SALVAGED HYDRANT EACH 1 __ �, 70Q.40 $� 700.00
0257.7�U 1" COPPER SERV�CE L.�'. 1733 1690 5.00 S 8,450.00
b257.730 1" CORPORATIUN STOP EACH w�
�� 36„_ 30.OQ $ 1,080.00
4257. 740 1" CVRB STOP & Box EACH 36 _ . 36 7Q.00 $ 2,520.00
��
0257,$06 INSULA'I'SON BD.F'T. 192 192 1. 5d $ 288.00
z3�7. 502 BITUMYNUUS MATERIAL F'OR GAL. 353 45. 1. 5Q $ 67.50
TACK �UAT -- .—...�..._
0258.401 1Z" RCY C.8. LEAD. L.F. ' 128 _ 15,� 14.00 $ 2,184.00
cL. zv �
0258.415 15" RCp STORM SEWER, L,F. 61 58 1b.1�0 $ 928.00
CL. iV -_
J258.41$ lg" RCP STORM SEWER, L.F. 68 64 ],$,QQ $ 1,152.00
CL. IV
:'AGE 'l OF 5 SHORT�ELGIQTT-HENL7R:IGKSON, INC.
0258.421 2I" kG'Y STURM SEWER, L.F. 731 727 2p��� � 14,5�0.00
C•L. IV ..._. _ _`�
0258.$O1 MANHOLE/CATCH BASIN, L.F. 46 37 �OO.pQ $ 3,700.00
TYPE B -
0258.E302 MANHOLE/CATCH BASIN, L.F. 12 12 1Op.p0 $_112d0.00
TYPE B-1
O15t3.i�ii CATCH BASIN, TYPE X L.F. 28 �_�_ 30 100.00 � 3.000.00
0238.812 CATCH BASIN, TYP� Y L.F. 5 5 110.00 $ 50.00
0258.821 STORM MANHOLE CASTINd, EACH . 2 _ _� 170.00 S �4:n_np
TXPE R-i6b9 "'"
0258.831 C.B. CASTitvG, EAGH 7 7 1$8.00 $ 1,316.00
TYF� R-30G7V
0258.832 C.H. CASTiNG, TYPE R-2561EACH 2 2 225.00 sS 450.00
BOLTED
4�58.833 SALVAGED $TpRM SEWER EACH 3 _ 3_ 50.p0 5�150�pp
CASTING �'
0256.408 S" PVC SEWER, 10' TO 15 ' L.F. 925 A�� 12.Op $_ 11,Q7�i.OD
DE�P
4256.410 10" DIP SEWER, 20' T�J 25'L.F. 951 957 30.QO $ 28,710.00
DEEP --�--_....
02S6.7t71 MANHOLE, 10' DEEP EACH 7 7 1Qb7.00 $ 7,469.00
0256.70Z EXCE$$ MANH�LE DEPTH T,.F. 72 ?4 60.00 $ 4,440.00
0256.'I06 OVTSIDE MANHQI,E DROP L.F. 25 27 125.00 $ 3,375.00
SECTI�N - .._-
0256.801 8" X 4" pVC WY�: EACH 21 .21_ 50.00 $ 1,050.00
025b.80Z 10" X 4" DZP TEE EACH 15 __ 15 200.00 $ 3,000.00
02�G.$03 4" PVC SERVICE PrPE L.F. 1458 1515 8.00 $ 12,120.00
0256.805 4" DIP RISER PIPE L.F. 267 _2�� ZQ.QO S 2,520.00
�25fi.901 SALVAG�D CL�AN OUT L.S. ]. � 1Q0.00 s 100.00
d2b6• 9(32 DISCONNECT PRIVATE L];Fm L.S, 1 i 1Q0.00 $ 1�0.00
STATION
J5G4. b02 xNSTALL STREET NAME ���GN EACH 2 _ _ 50.00 $
�5ti4.6U3 SALVAG�;D BARRICADES L.F. 32 24 1 ,p� $ ~ 24.00
pAGE 3 OF 5 SHORT-ELLIOTT-HENDRICKSQN, INC.
2575. 5(]1 SEEDINc; ACRF, 1 _ 300.00 $
25Y5. 5U2 SEED, MIXZ'URE 60U �,B. '75 1.50 $ �
2575.505 SODDING, '1'YPE LAWN $.Y. 26QQ 1.25 $
257$.511 MULCH MATER�AL, TYpE, I 7'ON ���
2 .. _ 50.00 $
2575. 519 DISC ANCHQRING ACRE 1 �_
5o.oa s
—�.
2�75.523 W�OD FIBER BLANKETS, S.Y. lOp 1.00 $
TYPE HV _.,._,_.,,,,,_
2575. 53Z COt�'ft�4ERCIAL FERTILIZER, Lg, . l�d �,.�� $
12�12-12 -- �
254S.5Z3 2" NONMETALLIC CCiNDUIT L. F. 120 290 5.00 $ 1,450.00
-�--__.__...
'AGE 4 OF 5 SHURT-ELI�IQTT-H�,NDRICKSON, INC.
� APPLtCATI4N FOR PAYM�NT - Continued
Total Contr�ct Amount $??8� 571 . �c Tota! Amount Earned $ 212,43�.39 _
Material Suitabiy StQred on Site, Nat i��corparated intc� Wvrk � ... .
Contract Change Order No. i Percent Complete 91 .„ $.,.._��,, s,�.o� .,,,_
Contract Change 4rder Nc�. _.,..�._. Percent Complete �
Contract Change 4rder No. _ Percent Complete __ �
GROSS AMQUNT I7UE.........................$ 232,390.41
LESSS % RETAINAGE..................$ 11,619.52
AMOUNT DUE TO DATE .....................$ 220,��0.89
�.ESS PREVIOUS APPLICATION..........$ 18�,947.38
AMQUNT bUE THIS APPLICATION.....� �2�823•5�.
C�NTRACTOR'S AFFIDAVIT
The undersigr�ed Contractbr hereby svrears under pen�lty of perjury that (4) a!1 previous progress pay-
ments received from the Uwnar on acxount of work pertormed under the contracE referred to above
have been applied by the undarsigned to d+scharge in tult ali obtigations of the undersigned irtcurred in
cannection with work covered by prior Applications for Payment under said contract, and (2) aN materi-
a!s and equipment incorporated in saic� Proje�t ar othsrwise iisted in or covered by this Application for
Payment are free and clear af all 1lens., claims, security interests and encumbrances.
D�ted December 22 , '{J92 Excel utillties co. , Ync .
(Contractar)
gy;-z� .���,��..�� i°�s
(Name and Tit1e}
G�UNTY OF scott ) �55
STATE �F Minnesota_ . ._�
Before me on this 22 d��y of Dece r , 199,2 personaily appeared
Fred Fredrickson known to me, who being duiy sworn, did depose ar�d say
that he is th8 Presiaent __ . . _ _ of the Cantractor above mentioned;that he
(Office)
executed the above Appl�cat�on tor N�.yment ana Rttiaav�t on aeha�i os sd�ct Cvr:t��vtur; �r�� ci�,ai all of
the statements contained therein are t��t.te, carrect and compEete.
My Commission Expires: 5/20/9� � �
otary Public}
The undersigned has checked ttte Ccntractor's Application for Payme�tt sf�own above. A p�rt of this
Application is the Contractor's Affidavit stating that all previaus payrnents to him under this �ontra�E
have been applied by him ta dfschargEY in full a!I of his obligatians irt cannection with the work�overed
by all prio�Applications for Payment.
In accordance with the Contract, the �rndersigned approves payment to th� Contractor of the Amount
Duc:.
S I�T-EL -H DRSCKSdN, IN�.
Date l � — � �`� a:: _ By . . _ ___ _.._. __... .
_�.
Page � of .. '
List of Estimatea Quantities
West Ridge 4th Addition
(O'Leary's Hills 6th Addition)
Change Orcler No. l
�4PP• Fv�e P,4 y.+�.v�t- Mo. S
Est. Qty. Unit Total
� Uescri tion ni Q�Y _T4.�g r� ��nount
2021.501 Mobilization L.S. 1 1 5,000.00 5,000.00
0222.601 Common Excavation L.S. 1 1 3,OOO.QO 3,000.00
2104.501 Remove Concrete Curb&Gutter L.F 84 83 $2.00 $166.00
0259.601 Crushed Rock Pipe Foundation Ton 10 0.01
0259.603 Granular Pipe Found. Ton 10 0.01
0259.607 Replacement Backfill Ton 20 0.01
2211.503 Agg. Base Placed C.Y. 110 197.55 12.00 2,370.60
2331.508 Type 41 Wearing Course Mix Ton 105 19.00
2331.514 Type 31 Base Course Mix Ton 105 133.54 18.00 2,403.72
2531.501 Conc. Curb &Gutter L.F. 290 262 4.85 1,270.70
0257.406 6"DIP WM, CL 52 L.F. 150 110 25.Q0 2,750.00
0257.606 6" R.S. GV & Box Each 2 2 300.00 b{?0.(}0
0257.630 Fittings Lb. 112 56 1.00 56.00
0257.640 Fire Hydrant Each 1 1 1,100.00 1,100.00
0257.806 Insulation Bd. Ft. _Q 224 1.50 336.00
2357.502 Bit. Material for Tack Gal. 55 1.50
0564.602 Install Street Name Sign Each 1 54.Q0
0564.603 Barricades L.F. 16 24 37.50 900.00
2575:501 Seeding Acre 20 300.00
2575.502 Seed, Mixture 600 Lb. 20 1.50
2575.505 Sodding,Lawn Type S.Y. 325 1.25
2575.511 Mulch Material,Type 1 Ton 40 50,00
2575.519 Disc Anchoring Acre .20 50.00
2575.532 Fertilizer, Analysis 12-12-12 Lb. 30 1.Q0
2545.523 2" Nonmetallic Conduit L.E 6Q 5.00
Total $19,953.02