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HomeMy WebLinkAbout4.l. Approve Pay Estimate No. 1 for Chippendale / 160th Street, City Project #213 ... . A: . . . . . . � . � � � . . . . .. . . � . . CITY OF ROSEMOIINT ' �::'. EBECUTIPE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: October 2, 1990 AGENDA ITEM: Approve Pay Estimate # 1 for AGENDA SPCTION: Contract 1990-3, Chippendale/160th Street Consent PREPARED BY: Richard M. Hefti AGENDA NQ� J City Engr/Pub. Wks. Dir. ! f EM #' `,�. -�„� ATTACHMENTS• APPR Y: (1) Pay Estimate #1 This item consist of requesting Council to approv payment to Richard Knutson, Tnc. for work to date from September 11, I990 through September 20, 1990. The �mount due this application far Project #213, or 160th Street Watermain is $92,425. 18. The amount due Project #191 ar Chippendale Avenue Reconstruction is $38,979.13 . As of September 20, 1990, the 160th Street Watermain project was about 54% completed while the Chippendale Reconstruction project was about 25� complete. RECOMMENDED ACTION: Motion to approve Application for Payment #1 to Richard Knutson, Ine. for Contract 1990-3, Chippendale Avenue/160th Street Improvements in the amount of $131, 404. 31. COUNCIL ACTION: Approved. 6 , . CITY OF ROSEMOUNT APPLICATION FOR PAYMENT NO. / CITY PROJECT NO: �J 3 � 1 C� / SEH FILE NO: p 2�j� f390/7 PROJECT: � OTff S:. Ltl�S" RE Go N Sr �c RuNk W�fiE,2�j�-1 N � GN�P�EN Dx}-� ,9V�, R T�t�n! — P��4s� � CONTRACTOR: �1���� �,�NUTSoA! T..r .,.... CONTRACT DATE: g ����=_ : ��S85 R HoDE 2�AtuD ��, 5�z APPLICATIQN DATE: `�'/�O �c�p Sr4vX}� ynN 5S 3�g FOR PERIOD ENDING. ' ��p � Total Contract Amount S 3r�7 .S�O �?o Total Amount Earned $ 1 a S, 20(.op Material Suitably Stored on Site, Not Incorporated into Work ' • $ t3, 119• 33 ' Contract Change Order No. Percent Complete S Contract Change Order No. Percent Complete $ Contract Change Order No. _ Percent Complete $ GROSS AMOUNT DUE ; . . . . . . . . . . . . . . . . . s 13$, 3ao,33 LESS S $ RETAINAGE — . . . . . , . . . . . . . . . . . S_ 6j� 1�_oZ AMOUNT DUE TO DATE . . . . . . . . . . . . . . . . . . $ 13/ p � 4 4.31 LESS PREVIOUS APPLICATIONS . � . . . . . . . . . . . $ — AMOUNT DUE THIS APPLICATION . . . . . . . . . S !_____�3 I ,_ 0 4,3 ED:--`� , �� . z�3 �9Z,42�s,c g ichard M. '" CitY Engineer irector of Public Works ��� . �41 � ��� 4�9�. 13 . , "^' .'�1 w.► � v► "{�"`y . APPLICATION FOR PAYMENT .�`'. �:', �i� � � �A. � �i �. :, . � . ;��.UNZT PRI�CE CONTRAC�) �` ^' r ' :� ' 4':..;')�{iSG�, Yi��. : . . . . 'Y�;. . - . . . i1� � .. • . � � � ' , . . �N� . . '. \(_:r� �' � 4 U�,�' . . . . � . �.' . . . . . . - , . � . . , . y ! . c L :,. . ., ,..: .. .,.. . . .. :.... .. ........ .. .. .,_ ... . .......,..... .. .. , : . .. . ... >. ... .. NER: ROSEMOUNT, MINNESOTA OWNER'S FROJECT NO. $9017/90294 ENGINEER'S PROJECT NO. 213 & 191 CATION: ROSEMOUNT, MINNESOTA NTRACTOR RICHARD KNtJTSON, INC. CONTRACT DATE q� �� �q� 125$5 RHODE ISLAND AVE. S0. CONTRACT AMOUNT $307,860.00 SAVAGE, MN 55378 NTR. FOR 160TH ST. WEST TRUNK WM & CHIPPENDALE AVE. RECONSTRUCTION - PHASE I PLIC.DATE -----�1�.�1go ------------ RIOD END. -----.91.291�9------------- APPLICATION FOR PAYMENT CONTRACT QUANTITY UNIT DESCRIPTION UNIT QUANTITY TO DATE PRZCE TOTAL HEDULE R - 160TH STREET WEST TRUNK WATERMAIN CONSTRUCTION 57.406 6" DIP WM, CL. 52 L.F. 165^ 65 16.00 $ 1040. 0-0 57.412 12" DIP WM, CL. 52 L.F. 5250 3120 20.00 562400. 00 30.501 BORE 24" MIN. STEEL CASING L.F. 130 140 82.00 511480.00 30. 511 JACK 12" DIP THRU CASING L.F. 130 140 14.00 $ 1960. 00 �7.606 6" GATE VALVE & BOX EACH` 17 5 325.00 S 1625. 00 �7. 613 12" BTTRFLY VALVE & BOX EACH 3 3 675.00 $ 2025. 0-0 i7.630 FI°TTINGS LESS THAN 12"' LB. 100 ` 134 1.00 $ 134.Q0 �E 1 OF 5 SHORT-ELLIOTT-HENDRICKSON, ING. J257.631 FITTINGS 12" & LARGER Lg. 1300 1055 1.2p S � 1266.00 � �257. 640.� . HYDRANT . . ' . • :'. �'• .•. . . .. � . . . ` ;.EACH . . : �. ...8. �._ � .4 � : . ;1Q.00.00 $ 4000. 00 . . . ... . . _ : . �257.806� �' I�ISULATION ' ' � . . . � � • ----=--_.._- � . : .. , . ' BD FT - ' �� � 0 . .1:00. �'$ -- - ' 2104. 524 SALV & INST CHAIN . . . . LINK FENCE L.S. 1 .. . . .3 I6C100.00 S 4800. 00 ,_ . . 2118. 501 AGG SURFACING, CL. 2 TON 125 _0 12.00 $ _ _. 2331.508 TYPE 41 WEAR COURSE MIX TON . 47 0 43.00 $ 2504. 602 RELDCATE HYDRANT EACH 1 0 400.00 $ 2573.501 STRAW BALES EACH 60 p 3.00 $ Z573. 503 SILT FENCE L.F. 300 _ 0 1.50 $ 2575.501 SEEDING ACRE 3.6 _ p 80.(JO $ 2575.502 SEED, MIXTURE 700 LB. 125 _ p 1.00 $ 2575.505 SODDING, TYPE A S.Y. 4500 p 1.50 $ 2575.511 MULCH MATERIAL, TYPE 1 TON 7.2 _ t� 350.00 $ � 2575.529 DISC ANCHORING ACRE 3.6 p 40.D0 $ 2575.523 WOOD FIHER BLANKET, TYPE HV S.Y. � 750 p 1.20 $ �CHEDULE_B___CHIppENDALE AVENUE STREET RECONSTRUCTION - pliASg I ----------------- SECTION I - -------------------- S ---------------- AN ITARY SEWER �256.408---8" PVC SAN SEWER, -------- 12 '-14' DEEP L.F. $� � 30.00 $ �256.408 g�� pVC SAN SEWER, 18 '-20' DEEP L.F. 80 0 30.00 $ �256. 701 STANDARD MA1vHOLE EACH 4 0 900.00 $ �256. 702 EXCESS DEPTH MANHOLE L.F. 37.2 0 80.00 $ �ECTION II - WATERMAIN �257.406 --6,� DIP yVM =----------- , CL 52 L.F. 35 65 16.00 $ 1040. 00 �257.408 8" DIP WM, CL. 52 L.F. 140 23 _ 17.00 S 391. 00 257.412 12" DIP WM, CL. 52 L. F. 1400 1�1_g 20.00 S 24380. QO 257. 606 6" GATE VALVE & BOX EACH 1 � 325.00 S 6 5 0. 0 0 AGE 2 OF 5 SHORT-ELLIOTT-HENDRZCKSON, INC. �7.608 8" GATE VALVE & BOX EACH 4 1 425.00 $ 425.00 �7:6I3 12" BTTRFLY VALVE �& BOX EACH �4 ' ' 3� 675.00 �a � 2Q25. 00� �7.630 FITTINGS LESS THAN 12" LB: 250 � 1.00 $ 25. 00 �7.631 FSTTINGS 12" & LARGER LB. 1600 �5 1.20 $ 1710.00 �7.640 HYDRANT EACH 3 � 1000.00 $ 1000. 00 i7.806 INSULATION BD FT 64 _� 1.00 $ i7.905 CONNECT TO EX. WM EACH 1 1 425.00 $ 425. Q0 :TION III - STORM SEWER J1.515 18" RCP APRON W/TRASH GUARD EACH 1 0 350.00 $ )1.515 21" RCF APRON W/TRASH GUARD EACH 1 0 400.00 $ )2.541 4" PERF. PE PIPE DRAIN L.F. 250 0 1.00 $ )3.541 18" RCP STORM SEWER, _ CL. IV L.F. 23 0 30.00 S )3.541 21" RCP STORM SEWER, CL. III L.F. � 75 0 32.00 $ )6.507 CONST. CATCH BASIN, DESIGN Y L.F. 9.2 -0 115.OQ $ )6. 516 CASTING ASSEMBLY, TYPE R-3067 EACH 2 0 160.QO $ :.1.50? GROUTED RIPRAP, CL. III C.Y. 6.5 � 35.00 S _1.511 GRANULAR FILTER MATERIAL `C.Y. 3.5 � 25.00 $ '3. 501 STRAW BALES EACH 35 � 3.00 $ '3.503 SILT FENCE L.F. 5$0 � i. 50 $ :TION IV - STREET �1.502 CLEARING TREE 5 � 100.00 $ �1. 507 GRUBBING TREE 5 Q 100.00 $ 5. 501 COMMON EXCAVATION C.Y. 4050 0 3.70 $ 5. 511 COMMON CHANNEL EXC. C.Y. 160 0 3.00 $ E 3 OF 5 SHORT-ELLIOTT-HENDRICKSON, ZNC. ?105.521 GRANULAR BORROW (LV) C,y. 5500 0 5.00 $ - Z105.535 SALVAGED TOPSOIL C.Y. 500 -0 3.50 $ Z111.501 TEST ROLLING R.S. 13 0 45.00 $ 2111.501 SUBGRADE PREPARATION R,g, 13 0 45.00 $ ?1I8. 501 AGG. SI7RFACING, CL. 2 TON 16 0 12.00 S ?211.503 AGG. BASE PLACED, CL. 5 C.Y. 675 0 11.00 $ Z221.503 AGG. SHOULDERING PLACED, CL. 2 C.Y. 70 0 24.00 $ ?331.508 TYPE 41 WEAR COURSE MIX TON 445 0 25.00 S ?504. 602 ADJUST VALVE BOX EACH 5 0 75.00 $ '-504. 602 RELOCAT GATE VALVE & BOX EACH 1 - � 400.00 $ 400. 00 ?504.602 RELOCATE HYD�NT . EACH 1 i 400.00 $ 400. 00 )563. 601 TRAFFIC CONTROL L.S, 1 .4 4000.00 $_ 160�. 00 )564. 603 4" WIDE SOLID LINE - YELLOW PAINT L.F. 660 0 0.40 $ )564.603 4" WIDE BROKEN LINE - YELLOW PAINT L,F. 235 0 0.40 $ )564.603 24" WIDE STOP LZNE - WHITE PAINT L.F. 20 0 5.00 $ 'S50. 512 HANDHOLE, TYPE C EACH 2 0 500.00 $ Z550. 523 3" NON-METALLIC CONDUIT L.F. 80 0 4.00 $ ?564. 531 F&I SIGN PANELS, TYPE C S.F. 60 0 24.00 $ :575.501 SEEDING ACRE 0.5 0 80.00 $ '57�•502 SEED, MIXTURE 700 LB. 20 � 1.00 $ '575.505 SODDING, TYPE A S.Y. 2000 � 1. 50 $ '.575. 511 MULCH MATERIAL, TYPE 1 TON 1 � 350.00 $ 'S�5•519 DISC ANCHORING ACRE 0.5 0 40.00 $ 575. 523 WOOD FIBER BLANKET, TYPE HV S.Y. 500 0 I.20` $ AGE 4 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. APPLIGATION FOR PAYMENT - Continued � Total Contract Amount � 307, 860 .00 Total Amou�t Earned $ 125,201.00 Material Suitably Stored on Site, Not Incoporated into Work $ 13,119. 33 :,ontract Change Order No. eercent.Complete $ Contract Change Order No. ?ercent Complete � �ontract Change Order ��o. Percent Complete $ GROSS AMOUiVT DUE. ... .. .. . . .. . . . $ 138,320.33 � LESS 5 � RETAI��AGE... . . ..,. $ 6 ,916.02 � AMOUNT DUE TO OATE. .... .. .. .. .. $ 131,404.31 LESS PREVIOUS APPIICATIONS.. .. . $ -' AMOUNT DUE THIS APPLICATION, ..'. $ 131,404. 31 ;ONTRACTOR'S AFFIDAVIT +he undersigned Contractor hereby swears under penalty of perjury that (1� all previous progress. �ayments received from the Owner on account of work performed under the contract referred to �bove have been applied by the undersigned to discharge in full all obligations of the under- cigned incurred in connection with work covered by prior Applications for Payment under said :ontract, and (2) all �ateria7 and equipment incorporated in said Project or otherwise listed in or covered by this �,pplication for Payment are free and clear of all liens, claims, security interests and �ncumbrances. . �ated 9121 , 19 90 . Richard Knutson, Inc. Contr�.egor By _ � �i ; Name and t e DUNTY OF �(�G�" ) SS TATE OF i�I/1 ' ) �efore me on thi s �/s� da of ��,�f��h� • , 19 �� personai ly appeared ,��, ' u� known to me, w�io being duly sworn, did depose nd say that he is the T�G� � of the Contractor above mentioned; Office hat he executed the above App1ication far Payment and Affidavit on behalf of said Contractor; ' nd that all of the statements contained therein are true correct an complete. ` r , : ,� , y Commission Expires: � Q�"� ru�r-ar�w�,►� No ary bl i c �t3co�onti �3i s3ititr�to ie undersigned has checked the Contractor's Application for Payment shown above. A part of ais Application is the Contractar's Affidavit stating that all previous payments to him �der this Contract have been applied by him to discharge in full all of his abligations in �nnection with the work covered by all prior Applications for Payment. � accordance with the Contract, the undersigned approves payment to the Contractor of the �ount Que. SHORT E IDTT N IC N, INC. jte q l 24 � qD By . ge S of 5 • , . �4 ' � . � , � � � . . Rosemount, MN ' Partial Estimate No. 1 City Project 1990-3 Materials On Hand 6" Gate Valve w/Box (Water Products) 11 Ea @ $265. 02 ' $2925, 22 8" Gate Valve w/Box (Water Products) 3 Ea @ 371. 41 ' 1114. 23 8" Hydrant (Water Products) 6 Ea @ 733 . 00 � 4398. Oa � 12" Butterfly Valve (Water Products) 1 Ea @ 484. 17 ' 484. 17 --- 2" x 4' x 8 ' Insulation (Water Products) 192 Bf @ . . 34 - 65.28 - 8" PVC Pipe {Water Products) 159 Lf @ 1. 91 � 322.7g— Manholes tNorth Star Concrete) Invoice 20165-1 1661. 69 - Catch basins (North Star Concrete) Invoice 20166-01 1415. 34 v Subtotal . . . . $12,376. 72 6o Sales Tax . . 742. 61 Total . . . . . $13 , 119. 33