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Home My WebLink About4.f. Approve Pay Estimate 3, Chippendale & 160th Street, City Projects #191 & 213CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: December 18, 1990 AGENDA ITEM: Approve Pay Estimate #3, AGENDA SECTION: Chippendale & 160th Street, Projects 191 &213 Consent PREPARED BY: Richard Hefti AGENDtTW , City Engineer/Public Works Director Y ATTACHMENTS: (1) Pay Estimate #3 APP ED B �2 Pay Estimate #3 consist of all work through Novembe 19, 1990. The total amount to date represents all the work performed under this contract as being finished. There may be some minor restoration items we need to adjust in the spring, however all the other major items are done. The total amount earned is about 2/10th of a percent above the contract amount. This is the result of minor quantity overruns from estimated quantities. We would anticipate coming back to Council with the final application next spring after the seed and restoration have been established. RECOMMENDED ACTION: Motion to approve Pay Estimate #3 for 160th Street West Trunk Watermain & Chippendale Avenue Reconstruction in the amount of $82,820.06 to Richard Knutson, Inc. COUNCIL ACTION: Approved. I CITY OF ROSEMOUNT APPLICATION FOR PAYMENT NO. 3 CITY PROJECT NO: 0213 4- 191 SEH FILE NO: JOZ94% 09D17 PROJECT: 1601-H 5%; w,=—$T TP-L/A/f,—' Wftj 4- C,#1ePFVb -1--F- /'Vf, /e640N5TRV4V101'J CONTRACTOR: )`JC- ARLD XNL1T5vAJ Z- /G. CONTRACT DATE: ! z I1 z q o /2S85- gj{o0E SL, AVE. so. APPLICATION DATE: 1 V uoz90 ;4V,46,e 1 fV / $3.378 FOR PERIOD ENDING: I/ f [9 /10 Total Contract Amount $-33t7 , 860.o0 Total Amount Earned $ 30$, 38x.61 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 ...................... LESS 6-% RETAINAGE ................... $ AMOUNT DUE TO DATE .................... $ R92 163, +8 LESS PREVIOUS APPLICATIONS ............ $ ,2101¢3,402 AMOUNT DUE THIS APPLICATION ........... $ $20,06 ichard `[ e ti, 403 '�):-),g'�j3oi?,9f- !� City Enginee3i Director of Public Works ER: ROSEMOUNT, MINNESOTA OWNER'S PROJECT NO. 89017/90294 ------------------------------------ ------------------ ENGINEER'S PROJECT NO. 213 & 191 --------------- :ATION: ROSEMOUNT, MINNESOTA ------------------------------- ;TRACTOR RICHARD KNUTSON, INC. CONTRACT DATE September 11, 1990 ------------------------------- ------------------------ 12585 RHODE ISLAND AVE. SO. CONTRACT AMOUNT $307,860.00 ------------------------------- ---------------------- SAVAGE, MN 55378 ------------------------------- :TR. FOR 160TH ST. WEST TRUNK WM & CHIPPENDALE AVE. RECONSTRUCTION - PHASE I -------------------------------------------------------------------- 'LIC.DATE 11/30/90 ------------------------- :IOD END. 11/19/90 ------------------------- ;0.501 BORE 24" MIN. STEEL CASING L.F. 130 140 0.511 APPLICATION FOR PAYMENT ----------------------- L.F. 130 140 CONTRACT QUANTITY UNIT EACH DESCRIPTION --------------------------------------------------------------------------- UNIT QUANTITY TO DATE PRICE TOTAL IEDULE A - 160TH STREET WEST --------------------------------------------------------- TRUNK WATERMAIN CONSTRUCTION 4 7.630 -17.406 6" DIP WM, CL. 52 L.F. 165 141 16.00 $ 2,256.00 7.412 12" DIP WM, CL. 52 L.F. 5250 5291 20.00 $ 105,820.00 ;0.501 BORE 24" MIN. STEEL CASING L.F. 130 140 0.511 JACK 12" DIP THRU CASING L.F. 130 140 7.606 6" GATE VALVE & BOX EACH 17 17 7.613 12" BTTRFLY VALVE & BOX EACH 3 4 7.630 FITTINGS LESS THAN 12" LB. 100 371 1 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. 82.00 S 11,480.00 14.00 $ 1,960.00 325.00 $ 5,525.00 675.00 $ 2,700.00 1.00 $ 371.00 D257. 631 FITTINGS 12" & LARGER LB. 1300 2354 1.20 $2,824.80 0257..640. HYDRANT. ,EACH... 8:,12 1000.00.$ 12.,OQO..0.0. 0257:806' INSULATION BD FT 64 '0- i. 00. $0 2104.524 SALV & INST CHAIN LINK FENCE L.S. 1 1 16000.00 $16,000.00 2118.501 AGG SURFACING, CL. 2 TON 125 126.68 12.00 $1,520.16 2331.508 TYPE 41 WEAR COURSE MIX TON 47 42,40 43.00 $1,823.20 2504.602 RELOCATE HYDRANT EACH 1 0 400.00 $0 2573.501 STRAW BALES EACH 60 16 3.00 $48.00 2573.503 SILT FENCE L.F. 300 0 1.50 $0 2575.501 SEEDING ACRE 3.6 4.5 80.00 $360.00 2575.502 SEED, MIXTURE 700 LB. 125 157.50 1.00 $157.50 2575.505 SODDING, TYPE A S.Y. 4500 722 1.50 $1,083.00 2575.511 MULCH MATERIAL, TYPE 1 TON 7.2 9 350.00 $3,150.00 2575.519 DISC ANCHORING ACRE 3.6 4.5 40.00 $180.00 2575.523 WOOD FIBER BLANKET, TYPE HV S.Y. 750 0 1.20 $0 SCHEDULE B ----------------------------------------------------------------- - CHIPPENDALE AVENUE STREET RECONSTRUCTION - PHASE I �J 3ECTION I ------------------------------------ - SANITARY SEWER 3256.408 8" PVC SAN SEWER, 12'-14' DEEP L.F. 80 78 30.00 $2,340.00 3256.408 8" PVC SAN SEWER, 18'-20' DEEP L.F. 80 73 30.00 $2,190.00 0256.701 STANDARD MANHOLE EACH 4 4 900.00 $3,600.00 3256.702 EXCESS DEPTH MANHOLE L.F. 37.2 37.98 80.00 $ 3,038.40 SECTION II ------------------------------------ - WATERMAIN )257.406 6" DIP WM, CL. 52 L.F. 35 115 16.00 $ 1,840.00 )257.408 8" DIP WM, CL. 52 L.F. 140 183 17.00 $ 3,111.00 1257.412 12" DIP WM, CL. 52 L.F. 1400 1,338 20.00 $ 26,760.00 257.606 6" GATE VALVE & BOX EACH 1 2 325.00 $ 650.00 AGE 2 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. 57.608 8" GATE VALVE & BOX EACH 4 5 425.00 $2,125.00 )7.613 12" BTTRFLY VALVE & BOX EACH 4 3 675.00 $2,025.00 37.630 FITTINGS LESS THAN 12" LB. 250 275 1.00 $275.00 37.631 FITTINGS 12" & LARGER LB. 1600 1+876 1.20 $2,251.20 37.640 HYDRANT EACH 3 3 1000.00 $3,000.00 -)7.806 INSULATION BD FT 64 256 1.00 $256.00 57.905 CONNECT TO EX. WM EACH 1 1 425.00 $425.00 :TION III ---------------------------------- - STORM SEWER TREE 5 2 100.00 $200.00 )1.515 18" RCP APRON W/TRASH C.Y. 4050 4019 3.70 $14,870.30 5.511 GUARD EACH 1 1 350.00 $350.00 )1.515 21" RCP APRON W/TRASH GUARD EACH 1 1 400.00 $400.00 )2.541 4" PERF. PE PIPE DRAIN L.F. 250 250 1.00 $250.00 )3.541 18" RCP STORM SEWER, CL. IV L.F. 23 30 30.00 $900.00 )3.541 21" RCP STORM SEWER, CL. III L.F. 75 81 32.00 $2,592.00 )6.507 CONST. CATCH BASIN, DESIGN Y L.F. 9.2 8.90 115.00 $1,023.50 )6.516 CASTING ASSEMBLY, E 3 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. TYPE R-3067 EACH 2 2 160.00 $320.00 L1.507 GROUTED RIPRAP, CL. III C.Y. 6.5 6.5 35.00 $227.50 1_1.511 GRANULAR FILTER MATERIAL C.Y. 3.5 3.5 25.00 $87.50 '3.501 STRAW BALES EACH 35 4 3.00 $12.00 73.503 SILT FENCE L.F. 580 427 1.50 $640.50 ;TION IV ---------------------------------- - STREET %1.502 CLEARING TREE 5 2 100.00 $200.00 1.507 GRUBBING TREE 5 2 100.00 $200.00 5.501 COMMON EXCAVATION C.Y. 4050 4019 3.70 $14,870.30 5.511 COMMON CHANNEL EXC. C.Y. 160 206.40 3.00 5619.20 E 3 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. :105.521 GRANULAR BORROW (LV) C.Y. 5500 4,078 5.00 $ 20,390.00 :105.535 SALVAGED TOPSOIL C.Y. 500 500 3.50 $ 1,750.00 '111.501 TEST ROLLING R.S. 13 13.2 45.00 $ 594.00 :111.501 SUBGRADE PREPARATION R.S. 13 13.2 45.00 $ 594.00 :118.501 AGG. SURFACING, CL. 2 TON 16 27.85 12.00 $ 334.20 :211.503 AGG. BASE PLACED, CL. 5 C.Y. 675 714.5 11.00 $ 7,859.50 221.503 AGG. SHOULDERING PLACED, CL. 2 C.Y. 70 70 24.00 $ 1,680.00 :331.508 TYPE 41 WEAR COURSE MIX TON 445 519.57 25.00 $ 12,989.25 .504.602 ADJUST VALVE BOX EACH 5 6 75.00 $ 450.00 :504.602 RELOCAT GATE VALVE & BOX EACH 1 1 400.00 $ 400.00 :504.602 RELOCATE HYDRANT EACH 1 1 400.00 $ 400.00 )563.601 TRAFFIC CONTROL L.S. 1 1 4000.00 $ 4,000.00 )564.603 4" WIDE SOLID LINE - YELLOW PAINT L.F. 660 4910 0.40 $ 1,964.00 1564.603 4" WIDE BROKEN LINE - YELLOW PAINT L.F. 235 4910 0.40 $ 1,964.00 '564.603 24" WIDE STOP LINE - WHITE PAINT L.F. 20 100 5.00 $ 500.00 :550.512 HANDHOLE, TYPE C EACH 22 500.00 $ 1,000.00 ''550.523 3" NON-METALLIC CONDUIT L.F. 80 82 4.00 $ 328.00 '.564.531 F&I SIGN PANELS, TYPE C S.F. 60 47.9 24.00 $ 1,149.60 .575.501 SEEDING ACRE 0.5 1.1 80.00 $ 88.00 .575.502 SEED, MIXTURE 700 LB. 20 39.6 1.00 $ 39.60 '575.505 SODDING, TYPE A S.Y. 2000 1293 1.50 $ 1,939.50 575.511 MULCH MATERIAL, TYPE 1 TON 1 1.8 350.00 $ 630.00 575.519 DISC ANCHORING ACRE 0.5 .9 40.00 $ 36.00 575.523 WOOD FIBER BLANKET, TYPE HV S.Y. 500 1,221 1.20 $ 1,465.20 AGE 4 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. APPLICATION FOR PAYMENT.- Continued otal Contract Amount $ 30 7,860.00 Total Amount Earned laterial Suitably Stored on Site, Not Incoporated into Work ontract Change Order No. ontract Change Order No. ontract Change Order No. $ 308,382.61 $ --- Percent.Complete $ Percent Complete Percent Complete Vi F GROSS AMOUNT DUE ............... $ 308, 382.61 LESS 5 % RETAINAGE......... $ 15,419.13 AMOUNT DUE TO DATE ............. $ 292,963.48 LESS PREVIOUS APPLICATIONS..... $ 210,143.42 ONTRACTOR'S AFFIDAVIT AMOUNT DUE THIS APPLICATION.... $ 82,820.06 he undersigned Contractor herebyswears 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- igned incurred in connection with work covered by prior Applications for Payment under said ontract, and (2) all aterial and equipment incorporated in said project or otherwise listed in or covered by this Dplication for Payment are free and clear of all liens, claims, security interests and ncumbrances. ated November 30 , 19 90 . )LINTY OF Scott ) SS TATE OF Minnesota ) Richard.,Knutson, Inc. /,- Lontractor7 an efore me on this 30th day of November , 19 90 personally appeared Sheri Jo Boyum known to me, who bei ng—duTy sworn, did depose id say that he is the Treasurer of the Contractor above mentioned; Office iat he executed the above Application for Payment and Affidavit on behalf of said Contractor; id that all of thefi�erfrsoi,rrl°,t��d'pe true, correct and,, -Complete. Commission Expire j:°' .. '� Nowy Puna- - Minnesota <. H.t, County _ tary Public e undersigned has checked the Contractor's Application for Payment shown above. A part of is Application is the Contractor's Affidavit stating that all previous payments to him ,der this Contract have been applied by him to discharge in full all of his obligations 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 Due. to 19-/ Q- 13o ye 5 of 5 SHORT&IOTT HEN RI KSON, INC. By