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Home My WebLink About4.i. Payment #3, West Ridge 5th and Shannon Pond 3rd Addition, City Project #242 & 248 s •� CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: September 6, 1994 AGENDA ITEM: Payment #3, West Ridge 5th & Shannon AGENDA SECTION: Pond 3rd Addition, City Project #242 & 248 Consent Agenda PREPARED BY: Bud Osmundson AGENDA I�'��A � � City Engineer/Public Works Director � � 1{ll � ATTACHMfNTS; Payment Voucher #3 APPROVED BY: This item request the third payment to Hydrocon, Wc. in the amount of $20,895.01 for construction of City Project No.'s 242 & 248, a joint project for West Ridge 5th Addition and Shannon Pond 3rd Addition Street and Utilities. Work completed and represented in this amount as of August 12, 1994 is 74% of the contracted work. The curb & gutter and base course of bituminous is installed and open to traffic. Remaining items are sidewalk and restoration. Attached is a copy of the Pay Estimate for your information. Staff recommends approval of this third payment request. � RECOMMENDED ACTION: MOTIDN TO APPROVE PAYMENT NO. 3 TO HYDROCON, INC. IN THE AMOUNT OF $20,895.01 FOR WEST RIDGE 5TH ADDITION AND SHANNON POND 3RD ADDITION STREET AND UTILITIES IMPROVEMENTS, CITY PROJECT #'S 242 & 248. COUNCIL ACTION: 2 L ' �,) - .. .. � . . � . �� MEMORANDUM - �ST.PAUL,MN ❑ MINNEAPOLIS.MN ❑ ST.CLOUD,MN C CHIPPEWA FALLS,Wl ❑ MADISON. W! TO: Bud Osmundson,City Engineer FROM: David F. Simons,P.E. DATE: August 22, 1994 RE: Rosemount,Minnesota West Ridge 5th Addition and Shannon Pand 3rd Addition City Project Nos. 242 &248 SEH No. A-ROSEM9403.02 and A-ROSEM9403.03 Attached is Application for Payment No.3 for the above referenced project. The combined amount due between the two projects is $20,895.01. This brings the total amount earned to $214,782.83 which is about 74%of the total contract amount All utilities have been installed and the curb and gutter and bituminous base course has been installed. Of the�20,895.01 due this application,$13,341.33 is attributable to West Ridge 5th Addition(242) and the remaining$7,553.68 is attributable to Shannon Pond 3rd Addition(248). The detailed cost split calculations are also attached. Please call me if you have any questions. tlo Attachment . CITY OF ROSEMOUNT APPLICATION FOR PAYMENT NO. 3 ' CITY PROJECT NO: 242 &248 SEH FILE NO: A-ROSEM9403.02&9403.03 PROJECT: WEST RIDGE 5TH ADDN. &SHANNOIV POND 3RD ADDN. CONTRACTOR: Hydrocon,Inc. CONTRACT DATE: P.O.Box 129 APPLICATION DATE: 8/19/94 North Branch,MNS5056 FOR PERIOD ENDING: 8/12/94 Total Contract Amount $289,252.00 Total Amount Earned $ 214,782.83 Material Suitably Stared on Site, Not Incorporated into Work � Contract Change Order No. _ Percent Complete $ Contract Change Order No. _ Percent Complete $ Contract Change Order No. Percent Complete $ GROSS AMOUNT DUE . . . . . . . . . . . . . . . . . . . . . . . . . . $ 214,782.83 LESS 5% RETAINAGE . . . . . . . . . . . . . . . . . . . . .. . . . $ 10,739.14 AMOUNT DUE TO DATE . . . . . . . . . . . . . . . . . . . . . . . . . . $ 204,043.69 LESS PREVIOUS APPLICATION . . . . . . . . . . . . . . . . . . . . $ 183,148.68 AMOUNT DIJE THIS APPLICATION . . . . . . . . .. . . . . . $ 20,895.01 APPROVED: Bud Osmundson City Engineer/Directar of Public Works - � COST SPLIT CITY PROJECT 242 & 248 APPLICATION NO. 3 West Ridge 5th Addition Shannon Pond 3rd Addition Total Amount Earned $144,814.91 $69,967.92 Materials on Site 0.00 0.00 Contract Change Order No. - 0.00 0.00 Gross Amount Due $144,814.91 $69,967.92 Less 5%Retainage $7,240.74 $3,498.40 Amount Due to Date $137,574.17 $66,469.52 Less Previous Application $124,232.84 $58,915.84 Amount Due this Application $13,341.33 $7,553.68 � APPLICATION FOR PAYMENT (UNIT PRICE CONTRACT) NO.�_ OWNER: ' Rosemount,Minnesota OWNER'S PROJECT NO. 242&248 ----------------------------------------------------- --.---____ ENG.PROJEGT NO. A-ROSEM9403.00 LOCATION: West Ridge Sth Addition BShannon Pond 3rd CONTRACTOR Hydrocon,Inc. CONTRACT DATE PA.Box 129~ CONTRACT AfuIOUNT 5289,252.00 North Branch,Minnesota 55056 . CONTR.FOR UWity and Street Construction ---___._________��----------------------------�. ___ ____-------------____��____.__._.._. APPUC.DATE AUgUs't 19 r 1994' ��.__--_- ---------------------_--__----------------------_ PERIOD END. August 12, 1994 APPLICATION FOR PAYMENT � CONTRACT QUANTITY UNiT ITEM NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL SCHEDULE A-SANITARY SEWER 0259.601 Crushed Rock PipeFoundatbn Too 300 50.01 0259.603 Granular Pipe Foundaaon Ton 300 50.01 0259.607 Repiacement Backtill • Ton 600 50.01 0256.408 8'PVC Sewer.10'-t 5'Deep ' L.F. 2370 i 8� ��4' S9.00 2Q�889•00 0256.701 Manhote.1Q'Deep Each 17 8•� 2•5staso.00 i2,bso.06 ozss.�o2 ��ss nn�,nae�ePm �.F. 3a 18.�_ _�4 sss.00 1.303•50 � 0256.801 8'z 4'PVC Wye � Each 52 �F� l i 535.00 �LL$5•�0 0256.803 4'PVC Service Pipe L.F. 2450 1� �3 55,00 12.725.�0 ozss.eos a•Pvc R�Ser P�e �.F. r3 �2_ 9 sa.00 .56$.00 0256.900 Connect to Exisung Sewer Each 3 �_ • 1 5200.00 6��.�� SCHEDULE 8-WATERIAAIN 2660.40fi 6'UIP Watermain.CI.52 L.F. 1325 1 Q� �z� 571.00 14.�i86•�0 2660.408 8`DIP Watermain.CI.52 L.F. 1012 � �5 s,s.00 12.025.�� 2660.450 DIP Fittings Lb. 1100 l2QZ �3 50.30 �}73•5� ---� 2660.506 6'Gate Valve 8 Box � Each 6 �._ 1 5400.00 ��.OQ 2660.508 8'Gate Valve&Box Each t Q,�_ n_5 Ssoo.00 _��Q.�0 2660.600 HydraM Each 4 2.5 1,�S1.200.00 �.8��.�� 2sso.s�o sa�ra9e Hyd�a�t ns5emo�y Eaon � 1 s2oo.o0 200.00 s ' • � _ WeSI Shannon 2660.620 Salvage 8 fieinstail G.V.8 Box . Each 2 5150.00 _��.�� 2660.711 1'Copper Service Pipe L.F. 2550 1 g�_ �,� 55.00 ��2�.�� 26G0.731 i'Corporation Stop - Each 58 1 L _.� 5�.� ��'�.�� 2sso.�s� r c��c sc�s eo: eaa, sa 41 1? s�s.00 �0.00 2660.800 Insulstion � 8d.F4 100 50.50 2660.910 12'x 6'Pressure Tap w/6•Ga6e Valve b 8ox Esch 2 0_� 1. �i 51200.00 ?.��.�0 2660.9/1 12'z 8'Pressure Tap w/B'Gate Valve 8 Box Each 1 Q�,�_ �_5 51.400•00 1.�F��.�0 zsso.eao Connect to Inplace Watermain Each 6 � ��.5 s�so.00 �900.00 SCNEWLE C-STORM SEWER ' oa.�e.a�2 �2'RCP Storm Sewer,c�ss s �.F. 20� 108 10$ s�a.00 _�,�24.00 0258.415 15'RCP Storm Sewer,CLzss 5 L.F. 896 �� ,1 515.00 l 3�53�•00 0258.418 18'RCP Storm Sewet,Class 5 L.F. 30 1� _�7 517.00 _�7$.�� . 0258.424 24'RCP Stonn Sewer,Class 3 L'.F. 63 �Z �2 S27•00 �.�8.�Q 0258.801 Manhole.Type B LF. 33 .�_ _1�F 5127.00 �.556.o0 o2se.e�� cat�n ea��,Type X L.F. 42 1�_ _1$ s�oo.00 �.000.00 0258.812 Catch Basin,Type Y L.F. 26 iT..�� k.�jr 5127.00 '�.683.�0 0258.820 Manhole Casting,Type R-1642 Each . 5 2_ 5 _�,5 5150.00 _�5�.0� 0258.830 Catch Basin Casting,Type R-306N Each 11 �� .��..5 5225.00 _ 1`r5•�Q 0258.901 Connect to Inplace Stortn Sewer Each 3 �_ _,,.._,rj 5250.00 ��.�� 2573.501 Baie Check Each 50 �_ _Z 54.00 �.6.�� zs�a.sos S�t Fence.Preassembled L.F. 400 �_ _�9 51.20 _159•�_ SCHEDULE D-STREETS 2021.501 Mobiiization LS. 1 Q.�� _Q..S 53,000.00 `�.��.�� 2104.501 Remove Concrete Curb LF. 160 1(1 _4� S1•00 50•�� 2to4.503 Remove Sidewa�k S.F. 360 120 so.�o 36.00 2104.513 Sawing Biluminous Pavement L.F. 276 �_ _�13 SO•50 97•50 2101.502 Clearing Tree 5 50.20 2t01.507 Grubbing Tree 5 5020 2573.57 t Rock Construction Entrance Each 1 5400•00 2705.501 CommonExcavation C.Y: 2000 ],�_ _�1k 50.01 ],8.91 2105.521 Caranular Borrow(LV) C.Y. 2000 2�„� �j,�3 50.01 52.�7 2111.501 Test Rolling Rd.Sta. 35 �_ _�2 510.00 �5�.�� 2i�2so� Subgrade Preparation Rd.Sia. 35 _?,� �2 s�oo.ao '3.500.00 2211.502 Aggregate Base,Class 5 C.Y. 2290 1 570 �23 5625 14,q5(.2, 2331;508 Type 4 i Wearing Course Mixture Ton 1051 �_ _,�1 519.00 _298•�O 2331.514 Type 31 Base Course Mi�cture Ton 1051 �� 4 S77•50 ��22.50 2531.501 Concrete Curb 8 Gutter,Mod'Aied Surmountable �.F. 6590 4.�(�, �,�� 54.60 �.Q�3�.�� 2521.501 4'Concrete Walk ' S.F. 19560 51.40 2521.506 6'Concrete Walk S.F. 4560 S1•90 235�.502 Biwminous Material tor Tack Coat Gal. 640 3J 1? 51,00 J2•�� 0260.�01 Adjust Frame&Ring Casting Each 20 1 1 590.00 1 a�.�� 0260.703 Adjust Valve Box Each 14 �,_ 1 565.00 _�3�.�� P:�.��,�,��.1 i • • , " _ West Shannon . 2104.523 Salvage Signs and Barcicades Each 9 525.00 225.�d 0564.602 Furnish&install SUeet Name Sgns Each 4 St85.00 2564.531 Fumish 3 Install Sgn Panels.Type•C S.F. � 19 S16.W 2575.501 Seeding Acre 0.6 52.950.00 2575.502 Seed,Mixlure 600 Lb. 90 53.00 2575.505 Sodding.Type A S.Y. 4750 52.00 2575.511 Mukh Material.Type t Ton 1.5 5�250.00 2575.519 Disc Anchoring Aue 0.6 5100.00 2575.532 • Commercial FeNlizer Analysis 12-12-12 Lb. 60 Si.00 : • F':ytn'i rl n . ' . � � . � .. - NNNLI�AIIUN FUk NNYMtNI - �ontinued � . � Total�ontract Amount � 289 . 252 .00 Total Amount Earned $ 214,782.83 Material Suitably Stored on Site, Not Incoporated into Work $ Contract Change Order No. Percent_Complete $ Contract Change Order No. Percent Complete $ Contract Change Order No. Percent Complete � $ GROSS AMOUNT. DUE. . . . . . . . . . . . . . . $ 214�782•83 LESS 5 � RETAINAGf. . . . . .. . . $ 10�739.1�+ AMOUNT DUE TO DATE. . . . . .: . . .. .. $ 20��+3•69 LESS PREVIOUS APPLICATIONS. . . . . $ 183�148.68 � AMOUNT DUE THIS APPLICATION. .. . $ 20�895•01 CONTRACTOR'S AFFIDAVIT � The undersigned Contractor hereby swears under penalty of perjury that (l) all previous progress. payments 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 under- signed incurred in connection with work covered by prior Applications for Payment under said ' contract, and (2) a1T material and equipment incorporated in said Project or otherwis� listed in or covered by this Application for Payment are free and clear of all liens, claims, security interests and encumbrances. � • Dated August 19 , 19 94 . Hydrocon, Inc. Contractor) By Pres'dent (Name and Title) COUNTY OF Chisa�o ) SS STATE OF Minnesota ) Before me on this 19th day of Au�ust , 19 94 personally appeared Thomas M. Hals known to me, who being duly sworn, did depose and say that he is the President Of the Contractor above mentioned; . Office• � that he executed the above Application for Paymen�t and Affidavit on behalf of said Contractor; and that all of the statements contained therein are true, correct and complete. My Commi ss i o 'res:��ALS14��1 � - NOTARY PUBUC— ��NE50 � N a ry P u b l i c CHiSAGO COUNIY � ^ `, +�n,ca,,.,�o„e,�es,�aa 2�.,s9s .� The undersigr�e�d—h�s�t�tT�'CR'�'�e"'�ontractor'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 ob]igations 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. SHORT 1�10TT HE DR KS , INC. Date � — �_� � � - ' By Pa^e 4 of 4