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Home My WebLink About4.h. Payment #2, Rosemount Business Park, City Project #256 � r CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCI� MEETING DATE: September 6, 1994 AGENDA ITEM: Payment #2, Rosemount Business Park AGENDA SECTION: City Project #256 Consent Agenda PREPQRED BY: Bud Osmundson AGENDA �� City Engineer/Public Works Director �� ATTACHMENTS: Payment Voucher #2 APPROVED BY: _..-- This item requests the seeond payment to Richard Knutson, Inc. in the amount of S 132,465.25 for construction of City Project No. 256, Rosemount Business Park, Phase 1 A Street and Utilities. Work completed and represented in this amount as of August 18, 1994 is 27% of the contracted work. Work completed is area grading and utility installation. Attached is a copy of the Pay Estimate for your information. Staff recammends approval of this second payment request. RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT NO. 2 TO RICHARD KNUTSON, INC. IN THE AMOUNT OF $132,46b.25 FOR ROSEMOUNT BUSFNESS PARK, PHASE 1 A STREET AND UTIUTIES IMPROVEMENTS, CITY PROJECT #256. COUNCIL ACTION: 1 . i MEMC�RANDUM - �ST.PAUL,MN O MINNEAPOLIS,MN ❑ ST.CLOUD.MN O CHIPPEWA FALLS,WI ❑ MADISON, WI TO: Bud Osmundson,City Engineer FROM: David F. Simons,P.E. DATE: August 22, 1994 RE: Rosemount,Minnesota Business Park-Phase IA City Project No.256 , SEH No.A-ROSEM3164.05 Attached is Application for Payment No.2 far the above referenced project. The amaunt due this application is$132,465.25. This brings the total amount earned on the project to$276,375.20,which is about 27%of the total contract amount. The work performed to date consists mastly of grading and sanitary sewer installation. Please call me if you have any questions. tlo Attachment . CITY OF ROSEMOUNT APPLICATION FOR PAYMENT NO. 2 CTTY PROJECT NO: 256 SEH FILE NO: A-ROSEM3164.05 PROjECT: Rosemount Business Park-Phase IA CONTRACTOR: Richard Knutson Inc. CONTRACT DATE: 12585 Rhode Island Ave.S. APPLICATION DATE: 8/18/94 Savage,MN 55378 FOR PERIOD ENDING: 8/18/94 Total Contract Amount $1,014,881.69 Total Amount Earned $ 276,375.20 Material Suitably Stored 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 . . . . . . . . . . . . . . . . . . . . . $ 276,375.20 LESS 5%RETAINAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 13,818.76 AMOUNT DUE TO DATE . . . . . . . . . . . . . . . . . . . . . . . . . $ 262,556.44 LESS PREVIOUS APPLICATION . . . . . . . . . . . . . . .. . . . . $ 130,091.19 AMOUNT DUE THIS APPLICATION . . . . . . . . . . . . . . . $ 132,465.25 APPROVED: � � ^ - Bud Osmundson City Engineer/Director of Public Works � ' • APPUCATION FOR PAYMENT � � _ RKI Pro j ect �E489 , (UNIT PRICE CONTRACT) NO. 2 --- OWNER: City of Rosemount OWNER'S PROJEGT NO. ENG.PROJEGT NO. A=ROSEM3164.03 IOCATION: Rosemount Business Park-Phase tA ' CONTRACTOR Richard Knutson, Ina CONTRACT DATE - 12585 Rhode Island Avenue So. CONTRAGT AMOUNT $1,014.881.69 Savage,MN 55378 CONTR.FOR Utility and Street Construction APPLIC.DATE PERIOD END. Au st lb, 1994 -- �------– _—_____.. _ APPLlCATION FOR PAYMENT CONTRACT QUANTIT UNIT ITEM NO. DESCRIPTION UNIT �UANTITY TO DATE PRICE TOTAL SCHEDULE A-SANTTARY SEWER 0'_56.410 8"PVC Sewer,20'to?5'Deep 4F. 240 21+� 549:90 ],]..976.00 0'_56.411 10"DIP Sewer,20'to 25'Deep L.F. 337 40� 556.�0 22.56�.�� 0'_:6.412 12"DIP Sewer,0'to 10`Deep L.F. 186 �7S=� 0'_':6.413 12"DIP Sewer,l0'to 15'Deep L.F. 355 526.80 02:6.414 12"DIP Sewer.l5'to 20'Deep L.F. 108 533:80 U2:6.415 12"RCP Sewer,Cl.V,15'to 20'Deep L.F. 70 �36.50 0?�6.416 12"RCP Sewer,Ci.V,20'to 25'Deep L.F. 10 546.80 0?�6.418 18"RCP Sewer CI.V,20'to 25'Deep ' L.F. 97 ].2� 549.60 5,952.�� Q'_56.421 2I"RCP Sewer,CL 4000D,15'to 20'Deep L.F. 132 �1+6 55�.80 8,146.80 0'�6.422 21"RCP Sewer,Cl.4000D.20'to 25'Deep L.F. 681 672 570J0 �F�,510.t+0 p?�6.423 21"RCP Sewer,CI.4000D,25'to 30'Deep L.F. 177 177 590.50 1 f),�1$.Jr Q 0'_=F.701 Manhole,10'Deep EACH 13 8 51,089.00 8>712.�� 250.702 Extca ManholeDepth L.F. I30 98 56?.30_6}595.�+� Page 1 of 7 i • 0256.901 - Connect to Existing Sewer EACH 2 1 32,610.00 Z�61 Q.0� • 0259.601 Crushed Rock Pipe Foundarion TON 150 $6.50 0259.603 Granular Pipe Foundation TON 150 �•� 0259.607 Repiacement Backfill TON 300 $3•� 2104.502 • Remove RCP L.F. 19 12 �s.00 456.00 SCHEDULE B-WATERMAIN 0230.501 Bore 24"Steel Casing L.F. 140 $80.70 0230571 Jack 12"DIP Carrier L.F. 140 $16.70 0259.601 Crushed Rock Pipe Foundation TON 150 56.50 0259.603 Granular Pipe Foundation TON 150 S3•00 0759.607 Replacement Backfill TON 300 �•� 2660.406 6"DIP Watermain,Cl.52 L.F. 212 511.50 2660.408 8"DIP Watermain,Cl.52 L.F. 238 $14.10 2660.412 12"DIP Watermain,Ci.51 L.F. 1661 $19.80 2660.416 16"DIP Watermain,Cl.50 L.F. 1955 527.70 2660.450 DII'Fittings LB. 12000 $2.30 2660.506 6"Gate Valve&Box EACH 10 3356.90 2660.508 8"Gate Valve&Box EACH 4 $46$•`�5 2660.522 12"Butterfly Valve&Box EACH 5 $686.70 2660.526 16"Butterfly Valve&Box EACH 2 $1,260:00 2660.600 Hydrant EACH 10 $1,18200 2660.800 Insulation BD.FT. 650 54.00 2660.930 Connect to Inplace Watermain EACH 1 $290.00 SCHEDULE C-STORM SEWER 210�.501 Remove CMP L.F. 56 55.40 210�1.502 Remove RCP L.F. 6 $5.40 1511.5o1 Random IZiprap,Class 3 C.Y. 7 $45.OQ 25ll.507 Grouted Riprap • C.Y. 28 550.00 2511.511 Granular Filter C.Y. 17 $7.30 0255.412 12"RCP Storm Sewer,Cl.V L.F. 395 $21.50 0258.413 13-1/2"x 22"RCAP,Cl.V L.F. 12 $37.60 025S.415 15"RCP Storm Sewer,Cl.V L.F. 366 520:80 025&.424 24"RCP Storm Sewer,CL III L.F. 116 $23.60 Page 2 of 7 '' : ' 0?58.426 ' 24"RCP Storm Sewer.Cl.V L.F. 128 53Z80 0258.433 33•.RCP Storm Sewer.Cl.III L.F. 408 540.46 0258.442 42••RCP Storm Sewer.Cl.IV L.F. 928 576.90 0258.448 48"RCP Storm Sewer,Cl.III L.F. 82 571.60 �I A258.449 48"RCP Storm Sewer.Cl.N LF. 49 $SSZS . � 0258.450 48"RCP Storm Sewer,Cl.V L.F. 120 �1Q6.90 OZ58.499 Salvage 6c Insta(!22"x 13"RCAP [..F. 46 515.30 0258.512 12"RCI'Apron w/Trash Guard EACH Y 5520.OQ 0258.524 24"RCP Apron w/Trash Guard EACH 1 5720.W 0258.548 48"RCP Apron w/Trash Guard EACH 1 $1.085.00 0258.801" Manhole,Type B L.E 47 581.�0 . 0258.802 Manhole,Type B-1 L.F. 16 588:30 0258.803 Manhole,Type G-J L.F. 24 $133.30 0258.804 Manhole.Type C-1 L.F. 11 5156.00 0258.805, Manhole.Type G1J L.F. 12 $136.50 0258.806 Manhole.Type D-J L.F. 40 3169.80 0258:807 Manhole,Type E L.F. 16 5285.00 0258.808 Manhole,Type E-T L.F. 48 5236.00 0258.809 Manhole.Type E-lJ L.F. 32 $229.00 -0258.811- Catch Basin,Type X L.F. 35 590.50 0255.812 Catch Basin,Type Y L.F. 19 593.60 0258.820 Manhole Casting,Type R-1642 EACH 12 5131.00 0258.830 Catch Basin Casting,Type R-3067V EACH 12 $198.00 0258.901 Connect to Inplace Storm Sewer EACH 3 5265.00. 02i9.601 Crushed Rock Pipe Fo�ndation TON 100 56.50 0259.603 Granular Pipe Foundarion TON lOQ 53.00 0259.607 Replacement Backfitl TON 200 53.00 SCHEDULE D-STREETS ' ' 2021.501 Mobilization (..5. 1 1 59,500.00 9,5��.�� 0260.701 Adjust Frame&Ring Casting EACH 19 5150.00 0260.703 Adjust Valve Box EACH 7 5100.00 0;6�.602 Fumish&[nstall Street Name Signs EACH 1 $�a.� 0=65.602 PVG Handhole(Metal Frame/Cover) EACH 7 ��•� Page 3 of 7 i � 05�.ri.603- 4"Rigid Steel Conduit LF. 650 $15.00 noi.so2 ci��,g �E . 6 6 $�s.00 450.00 2101507 Grubbing TREE 6 6 $75.00 45Q.�� 2104.501 Sawing Bituminous Pavement L.F. 950 5200 nossoi Common Excavation C.Y. 99900 79,920 $i.ss 126,273.60 2105.507 Subgrade Excavation C.Y. 2500 $1.58 2105.521 Granular Borrow(LV) C.Y. . 1000 $3.00 2105.525 Topsoil Borrow(L� GY. 100' $8.00 2105.535 Salvaged Topsoii C.Y. 15578 7,789 �.so 3,894.50 2111.501 Test Rolling RD.ST� • � $1Q.� 2112501 Subgrnde Preparation RD.STA. 22 $100.00 2130501 Water for Dust Control 1A00 GAL. 30 S15•00 2211.501 Aggregate Base,Class 5 TON 6150 $6.25 2221.501 Aggregate Shouldering,Ciass 2 TON 85 $10.00 2331.5Q8 Type 41,W�ring Course Miuture TON 1471 $17.60 2331.514 Type 31,Base Course Mixture TON 1706 $19.00 2357.502 Bihuninous Material for Tack Coat GAL. 494 51.00 ?521.501 4"Concrete Waik S.F. 7900 $1•60 2521.511 2"Bituminous Walk S.F. 11300 $0.60 2531.501 Concrete Curb&Gutter,Des.B618 t.F. 4273 $4.95 2531.502 Concrete Curb&Gutter,Des.B624 L.F. 620 $6.50 2554.602 Furnish&Install Permanent Barricades L.F. 16 $3200 2554.603 [nstall Owner Fumished Permanent Barricades L.F. 24 $5.00 2557.502 Wire Fence t.F. 1400 1,250 �.o0 3,750.00 2557.529 Temporary Fence t.F. 500 $2.50 2563.6Q1 TrafficControl L.S. 1 .4� $1,000.00 �+��.0� 2564.531 Fumish&Install Sign Panek,Type"C" S.F. 240 $18•50 2573.501 Bate Check ' EACH 300 _ $5.00 2573.503 Silt Fence,Preassembled t.F: 1500 HOO. $1.40 Z�I2�.�� 2573.511 Rock Constmction Entrance EACH 2 $400•00 2575.501 Seeding :�CRE 14 $ZOO.QO !, 2575.502 Seed,Mixture 600 LB. 975 53.00 2575.505 Sodding,Type A S.Y. 252� $1.40 Page 4 of 7 i •. . . .. ... � � � ' �.511 - Mulch Material.Type I TON 29 $150.Q0 2575.519 bisc Anchoring ACRE 15 $50.00 2575.521 Polypropylene Plasric Netting S.Y. 1400 $0.65 2580.601 Pavement Message(Lt.Arrow)-Paint EACH 2 ��.� 2580.602 Pavement Message(R�Arrow)-Paint EACH Z 535.00 2580.603 Pavement Message(RR Czossing)-Paint EACH 2 $195.00 2580.604 4"Solid Line White-Paint L.F. . 2400 $0-32 2580.605 8..Solid Line White-Paint G.F. 90 $0.64 2580.606 4"Broken Line White-Paint L.F. 500 $0.32 2580.607 4"Solid Line Yellow-Paint L.F. 750 $0-32 2580.609 4"Double Solid Line Yellow-Paint L.F. 1� �.� SCHEDULE E-PLANT INSTALLATION Deciduous 2900:502 Littleleaf Linden EACH il $275.00 2900.503 Greenspire Linden EACH 7 $245.00 2900.504 Red 0ak EACH 12 $245.00 2900.505 Red Maple EACH 4 5190.00 2900.506 Norway Maple EACH 4 $190.00 2900.507 Canada Red Choke Cherry EACH 9 5150.00 2900.508 Crab Royality EACH 9 $150.00 2900.504 Crab Red Jewel EACH 10 5150.00 2900:510 Crab Pink Spires EACH 1 ` 5150.00 Evergreen 2900.511 White Pine EACH 3 $130.00 2900.512 Red Pine EACH 5 $130.00 Shrubs-Evergreen 2900.513 Sargent Juniper EACH 50' $30.00 Shrubs-Deciduous 2900.514 Red Twig Dogwood EACH 150 $20.00 2900515 Mulch,Type 6 S.F. 8750 $0.25 SCHEDULE F-NORTHBOUND TURN LANES 0260.701 Adjust Frame d=Ring Casting EACH 1 $200.00 055�.602 Fumish&Install Permanent Barricades L•F• 32 $�`� Page 5 of 7 i s ' , p$65602 ' PVC Handhole(Metal Frame/Cover) �� 6 �'��'� • 0565.603 4"Rigid Steel Conduit LF. 212 $21.00 2104.501 Sawing Bituminous Pavement LF. � �•� 2104.502 Remove RCP L.F. 6 $9.50 2105.501 Common Excavation C.Y. 1600 �1.60 . _ _ � 2105.535 Salvaged Topsoil C•Y• 322 Si•00 2111.501 Test Roliing RD.STA. 4.8 S10.00 2112501 Subgrade Preparation RD.STA. 4.8 5100,OQ �% 2211.501 Aggregate Base,Class 5 TON 1975 $6.35 2221.501 Aggregate Shouldering,Class 2 TON 85 $7•00 2331.508 Type 41,Weacing Course Mixture TON 229 �ZO•� 2331.514 Type 31,Base Course Mixture TON 344 521-50 2357.502 Bituminous Material for Tack Coat GAL. 106 �1.50 2531.501 Concrete Curb&Gutter,Des.B618 L.F. 77 Sb•00 2531.502 Concrete Curb&Gutter,Des.B624 L.F. 1480 �•� 2563.601 Traffic Control L.S. 1 51,000.00 2575.505 ' SoddinS�TYPe A S.Y. 3822 51.40 Z580.601 Pavement Message(Lt.Arrow)-Paint EACH 2 535.OQ 2580.602 Pavement Message(Rt.Arrow)-Paint EACH 2 �35•QO 2580.604 �"Solid Line White-Paint L.F. 2400 $0.32 2580.605 S"Solid Line White-Paint L.F. 90 50.64 2580.606 �"Broken Line White-Paint L.F. 500 5o•32 2580.607 �"Solid Line Yellow-Paint L.F. 750 $0.32 2580.609 -�"Double Solid Line Yellow-Paint L.F. 150 SD•64 0258.418 1S"RCP Storm Sewer,Cl.5 L.F: 220 523.67 0258.499 Salvage&Insta1122"x 13"RCAP L.F. 10 $17.20 0258.518 1S"RCP Apron w/Trash Guard EACH Z 5595.00 0258.811 Catch Basin,Type X ' L.F: 3 �168.10 0258.530 Catch Basin Casting,Type R-306N EACH 1 5198.00 0255.901 Connect to Inplace Storm Sewez EACH 2 �265.00 0259.601 Crushed Rock Pipe Foundation TON 50 $6.34 0259.603 Granular Pipe Foundation TON 50 5316 0259.607 Replacement[3ackfill TON 100 53.16 Page 6 of 7 y -_ � APPLICATION FOR PAYMENT - Continued � T�tal Gontract Amount $l,014, 881.69 Total Amount Earned $ 276,375.20 Material Suitably Stored on Site, Not Incoporated into Work $ Contract Change Order No. Percent_Complete � Contract Change Order No. Percent Complete � Contract Change Order tdo. Percent Complete � . . _. , GROSS AMOU��T DUE. . . . . . . . . . . . . . . $ 276,375.20 LESS 5 � RETAINAGE. . . . . . . . . $ 13,818.76 AMOUNT DUE TO DATE. . . . . . . . . . . .. $ 262,556.44 LESS PREVIOUS APPLICATIONS. . . . . $ 130,091.19 ✓ AMOUNT DUE THIS APPLICATION. . . .. $ 132,465.25 CONTRACTOR'S AFFIDAVIT The undersigned Contractor hereby swears under penalty of perjury that (1) all _ previous progress. payments received from the Owner on account of work performed under the cantract 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) all material and eguipment incorporated in said Project or otherwis� listed in or covered by this Application for Payment are free and cTear of all liens, claims, security interests and encumbra�nces. Dated August 18 , I9 94 . Richard Knutson, Inc. � Con actor gy i L F.G'��f cx� Z . � (Name a " Title) COUNTY OF Scott ) SS STATE OF Minnesota ) Before me on this 18th day of Au�ust , 19 94 personally appeared Sheri Jo Boy�, known to me, who being duly sworn, did depose and say that he is the Treasu er of the Contractor above mentioned; Office I that he executed the above Application for Payment and Affidavit on behalf of said Contractor; and that all of the statements contained therein are true, correct and complete. �..�+..�.,..�....�.�.�.�.�....� My Commission Expires: ��.wAG��us C�,;�y..�,,,� = �,� �� s��'"M�� ' No ta r P u b 1 i c� DAKOTA COUMY My cam�hela,�ffe n.�sss The undersigned has chec e e on�rac or ication 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 ali of his obligations 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 LL OTT H RI SON NC. Date S �' �� ! � - BY * ' Pa^e 7 of 7