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Home My WebLink About4.j. Approve Final Payment - 160th Street Watermain / Chippendale Avenue ReconstructionCITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: August 20, 1991 AGENDA ITEM: 4th & Final Payment -160th Street AGENDA SECTION: Watermain/Chippendale Ave. Reconstruction Consent Agenda PREPARED BY: Ron Wasmund AGENDA fTf IVI), Public Works Director/Building Official L�• J_ ATTACHMENTS: Payment ApplicationAPP VED Y: " , I � This item consists of authorization for the 4th and final payment for this joint contract for the 160th Street Watermain Extension and Chippendale Avenue Reconstruction Project in the amount of $20,527.27 to Richard Knutson, Inc. We have received the Minnesota Department of Revenue IC -134 from the Contractor and Sub -Contractors. The Consent of Surety and Lien Waivers are forthcoming. The check would be held until we received them. The project has been completed, inspected and found to be in compliance with contract documents. A one year warranty period will begin upon contractors receipt of final payment. It is Staffs recommendation to make final payment at this time. RECOMMENDED ACTION: MOTION TO APPROVE THE 4TH AND FINAL PAYMENT FOR 160TH STREET WATERMAIN/CHIPPENDALE AVENUE RECONSTRUCTION, CITY CONTRACT #90-3, PROJECTS #213/191, TO RICHARD KNUTSON, INC. IN THE AMOUNT OF $20,527.27. COUNCIL ACTION: 4 I v CITY OF ROSEMOUNT APPLICATION FOR PAYMENT NO. '�-Ft NA L -- CITY PROJECT NO: 0213 j9 SEH FILE NO: 90294 S`t01'7 PROJECT: 160tff $77 WEST' 7 -R -v /' W.#+? . e% Cttll'PFI/DA--f- AVvE- R GaN5T1��1 Joel CONTRACTOR: gle-HA-RA kt,1 vi5o N, T -NG CONTRACT DATE: l 0 1 S$ , J Di= ..ZSL. ff tlE- So. APPLICATION DATE: SAMA N 6-s37B FOR PERIOD ENDING: ?/a I 1 Total Contract Amount $ 30 7 I 060.00 Total Amount Earned Material Suitably Stored on Site, Not Incorporated into Work Contract Change Order No. Contract Change Order No. Contract Change Order No. APPROVED: $ 313 490.'75 - Percent Complete $ Percent Complete $ Percent Complete $ GROSS AMOUNT DUE ..................... LESS O % RETAINAGE .................. AMOUNT DUE TO DATE ................... LESS PREVIOUS APPLICATIONS ........... AMOUNT DUE THIS APPLICATION .......... Ron Wasmund, Director of Public Works S_ 313 490. 75' $ 31314 clo, rlS $ 29a, 963.46 s ac, sa 17. a 7 71R: ROSEMOUNT, MINNESOTA OWNER'S PROJECT NO. 89017/90294 ENGINEER'S PROJECT NO. 213 & 191 --------------- TION: ROSEMOUNT, MINNESOTA ------------------------------- 'RACTOR RICHARD KNUTSON, INC. CONTRACT DATE_ September ------------------------------- 12585 RHODE ISLAND AVE. SO. CONTRACT AMOUNT $307,860.00 ------------------------------- ---------------------- SAVAGE, MN 55378 ------------------------------- PR. FOR 160TH ST. WEST TRUNK WM & CHIPPENDALE AVE. RECONSTRUCTION - PHASE I -------------------------------------------------------------------- ,IC.DATE July 29, 1991 ------------------------- -0D END. July 27, 1991 ------------------------- >.501 BORE 24" MIN. STEEL CASING L.F. .511 JACK 12" DIP THRU CASING L.F. 130 140 130 140 .606 6" GATE VALVE & BOX EACH 17 13 .613 12" BTTRFLY VALVE & BOX EACH 3 4 .630 FITTINGS LESS THAN 12" LB. 100 335 1 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. 82.00 $ 11,480.00 14.00 $ 1,960.00 325.00 $ 4,225.00 675.00 $ 2,700.00 1.00 $ 335.00 APPLICATION_ FOR PAYMENT ----------------------- CONTRACT QUANTITY UNIT DESCRIPTION ---------------------------------------------------------------------------- UNIT QUANTITY TO DATE PRICE TOTAL -7DULE A - 160TH STREET WEST -------------------------------------------------------- TRUNK WATERMAIN CONSTRUCTION ".406 6" DIP WM, CL. 52 L.F. 165 169 16.00 $ 2,704.00 '.412 12" DIP WM, CL. 52 L.F. 5250 5291 20.00$105,820.00 >.501 BORE 24" MIN. STEEL CASING L.F. .511 JACK 12" DIP THRU CASING L.F. 130 140 130 140 .606 6" GATE VALVE & BOX EACH 17 13 .613 12" BTTRFLY VALVE & BOX EACH 3 4 .630 FITTINGS LESS THAN 12" LB. 100 335 1 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. 82.00 $ 11,480.00 14.00 $ 1,960.00 325.00 $ 4,225.00 675.00 $ 2,700.00 1.00 $ 335.00 3E 2 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. :57.631 FITTINGS 12" & LARGER LB. 1300 2,439 1.20 $ 2,926.80 :57., 640, .. HYDRANT ;:...EACH 8.. 12 -1000.00..$ :57'.806 INSULATI . 64 ,. - 1.00'$ 0.00 04.524 - SALV & INST- CHAIN. LINK FENCE L.S. 1 1 16000.00 $ 16,000.00 -18.501 AGG SURFACING, CL. 2 TON 125 159 12.00 $ 1,908.00 31.508 TYPE 41 WEAR COURSE MIX TON 47 42.40 43.00 $ 1,823.20 04.602 RELOCATE HYDRANT EACH 1 0.00 400.00 $ 0.00 73.501 STRAW BALES EACH 60 36 3.00 $ 108.00 73.503 SILT FENCE L.F. 300 0 1.50 $ 0.00 %75.501 SEEDING ACRE 3.6 4.5 80.00 $ 360.00 ')75.502 SEED, MIXTURE 700 LB. 125 157.50 1.00 $_ 157.50 175.505 SODDING, TYPE A S.Y. 4500 / 2 SO Dts J -f 1.50 193A •oo $sQ,cn DFs so )75.511 MULCH MATERIAL, TYPE 1 TON 7.2 9 350.00 $ 3,150.00 )75.519 DISC ANCHORING ACRE 3.6 4.5 40.00 $ 180.00 ')75.523 WOOD FIBER BLANKET, TYPE HV S.Y. 750 0 1.20 $ 0.00 :HEDULE B - CHIPPENDALE AVENUE STREET RECONSTRUCTION - PHASE I :CTION I ----------------------------------- ------------------------------------------ - SANITARY SEWER :56.408 8" PVC SAN SEWER, 12'-14' DEEP L.F. 80 81 30.00 $ 2,430.00 :56.408 8" PVC SAN SEWER, 18'-20' DEEP L.F. 80 83 30.00 $ 2,490.00 56.701 STANDARD MANHOLE EACH 4 4 900.00 $ 3,600.00 .56.702 EXCESS DEPTH MANHOLE L.F. 37.2 38 80.00 $ 3,040.00 CTION II ---------------------------------- - WATERMAIN 57.406 6" DIP WM, CL. 52 L.F. 35 115 16.00 $ 1,840.00 57.408 8" DIP WM, CL. 52 L.F. 140 183 17.00 $ 3.111.00 37.412 12" DIP WM, CL. 52 L.F. 1400 1,338 20.00 $ 26,760.00 37.606 6" GATE VALVE & BOX EACH 1 2 325.00 $ 650.00 3E 2 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. 7.608 8" GATE VALVE & BOX EACH 7.613 12" BTTRFLY VALVE & BOX EACH 7.630 FITTINGS LESS THAN 12" LB. 7.631 FITTINGS 12" & LARGER LB. 7.640 HYDRANT EACH 7.806 INSULATION BD FT 7.905 CONNECT TO EX. WM EACH PION III - STORM SEWER --------------------------------- 32.00 L.515 18" RCP APRON W/TRASH 9.2 9.4 GUARD EACH 1.515 21" RCP APRON W/TRASH 2 160.00 GUARD EACH 2.541 4" PERF. PE PIPE DRAIN L.F. 3.541 18" RCP STORM SEWER, 3.5 3.5 CL. IV L.F. 3.541 21" RCP STORM SEWER, 4 3.00 CL. III L.F. 580 CONST._ CATCH BASIN, 1.50 $ DESIGN Y L.F. 3.516 CASTING ASSEMBLY, $ 200.00 TYPE R-3067 EACH 1.507 GROUTED RIPRAP, CL. III C.Y. 1.511 GRANULAR FILTER MATERIAL C.Y. 3.501 STRAW BALES EACH 3.503 SILT FENCE L.F. PION IV --------------------------------- - STREET _.502 CLEARING TREE -.507 GRUBBING TREE ).501 COMMON EXCAVATION C.Y. .511 COMMON CHANNEL EXC. C.Y. 4 5 4 3 250 187 1600 1,506 3 3 64 256 1 1 425.00 $ 2,125.00 675.00 S 2,025.00 1.00 $ 187.00 1.20 $ 1,807.20 1000.00 $ 3,000.00 1.00 $ 256.00 425.00 $ 425.00 1 1 350.00 $ 350.00 1 1 400.00 $ 400.00 250 250 1.00 $ 250.00 23 27 30.00 $ 810.00 75 78 32.00 $ 2,496.00 9.2 9.4 115.00 $ 1,081.00 2 2 160.00 $ 320.00 6.5 6.5 35.00 $ 227.50 3.5 3.5 25.00 $ 87.50 35 4 3.00 $ 12.00 580 427 1.50 $ 640.50 5 2 100.00 $ 200.00 5 2 100.00 $ 200.00 4050 4583 3.70 $ 16,957.10 160 206.40 3.00 $ 619.20 3 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. 3E 4 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. _05.521 GRANULAR BORROW (LV) C.Y. 5500 4078 5.00 $ 20,390.00 _05.535 SALVAGED TOPSOIL C.Y. 500 500 3.50 $ 1,750.00 _11.501 TEST ROLLING R.S. 13 13.20 45.00 $ 594.00 _11.501 SUBGRADE PREPARATION R.S. 13 13.20 45.00 $ 594.00 _18.501 AGG. SURFACING, CL. 2 TON 16 27.85 12.00 $ 334.20 '.11.503 AGG. BASE PLACED, CL. 5 C.Y. 675 714.50 11.00 $ 7,859.50 121.503 AGG. SHOULDERING PLACED, CL. 2 C.Y. 70 70 24.00 $ 1,680.00 :31.508 TYPE 41 WEAR COURSE MIX TON 445 619.29 25.00 $ 15,482.25 -)04.602 ADJUST VALVE BOX EACH 5 6 75.00 $ 450.00 )04.602 RELOCAT GATE VALVE & BOX EACH 1 1 400.00 $ 400.00 304.602 RELOCATE HYDRANT EACH 1 1 400.00 $ 400.00 )63.601 TRAFFIC CONTROL L.S. 1 1 4000.00 $ 4,000.00 )64.603 4" WIDE SOLID LINE - YELLOW PAINT L.F. 660 4410 0.40 $ 1,764.00 64.603 4" WIDE BROKEN LINE - YELLOW PAINT L.F. 235 4410 0.40 $ 1,764.00 64.603 24" WIDE STOP LINE - WHITE PAINT L.F. 20 100 5.00 $ 500.00 50.512 HANDHOLE, TYPE C EACH 2 2 500.00 $ 1,000.00 50.523 3" NON-METALLIC CONDUIT L.F. 80 82 4.00 $ 328.00 64.531 F&I SIGN PANELS, TYPE C S.F. 60 76.5 24.00 $ 1,836.00 75.501 SEEDING ACRE 0.5 1.1 80.00 $ 88.00 75.502 SEED, MIXTURE 700 LB. 20 39.6 1.00 $ 39.60 75.505 SODDING, TYPE A S.Y. 2000 1293 1.50 $ 1,939.50 75.511 MULCH MATERIAL, TYPE 1 TON 1 1.80 350.00 $ 630.00 75.519 DISC ANCHORING ACRE 0.5 .9 40.00 $ 36.00 75.523 WOOD FIBER BLANKET, TYPE HV S.Y. 500 1221 1.20 $ 1,465.20 3E 4 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. Ar'f'LIUAI 1V11 I Vr ni iu al Contract Amount $ 307,860-00 Total Amount Earned erial Suitably Stored on Site, Not Incoporated into Work tract Change Order No. tract Change Order No. tract Change Order No. Percent -Complete Percent Complete Percent Complete :".J) , • -1 $ 11-3 ^3 , GROSS AMOUNT DUE ................ $ 313, 49n•Z5 pFs 31-3--r'r� 0 % RETAINAGE......... $ LESS 33,490 S DFs AMOUNT DUE TO DATE ............. $ LESS PREVIOUS APPLICATIONS..... $ 292,963.48 , 20i Sz � • z 7 OFs AMOUNT DUE THIS APPLICATION.... $ 1TRACTOR`S AFFIDAVITvious undersigned Contractor hereby swearsunder ofpenalty pe�formedperjury underathelcontractpre referred Loess. Rnents received from the Owner on account )ve have been applied by the undersigned to discharge in full all l lnsbligations tfutherunder Ined incurred in connection with work covered by prior App and (2) all itract, serial and equipment incorporated in said Project or otherwise listesecurdtinior covered by this Plication for Payment are free and clear of al :umbrances. ;ed July 29 19 91 , Richard Knutson, Inc. NTY OF Scott } SS ,TE OF Minnesota ) da of JULY 19 91 personally appeared ore me on this 29th y known to me, w o being =u Y sworn, did depose _e ri Jo Bo um of the Contractor above mentioned; say that he is the Treasurer Office t he executed the above Application for Payment and Affidavit on behalf of said Contractor; that all of the st�e�n�n�ts�ntained therein are tru correct^an�j�o Commission Expir 1� NoiwyP,.bk^ wli, Notary lie+rErfa�,; �o�x►ip �s K11AJ05Apart of undersigned has checked the Contrac r s Application is the Contractors Affidavit stating thainall previous his mobligations in er this Contract have been applied by him todischarge rection with the work covered by all prior Applications for Payment. accordance with the Contract, the undersigned approves payment to the Contractor of the int Due. SHORT LI. OT E DRI ON, INC. 7-31 -9i By 5 5 of