Loading...
HomeMy WebLinkAbout4.m. Approve Pay Estimate #4, Shannon Parkway Street & Utility Improvements, City Project #194 ,. � � - ITEM # �+ M Estiaate Vuucher No. 4 GDNSIRUCTION PAYMENT VOUCHER Date ; June 7, 199U For Period Endinp ; June 1, 1R9U - __------..__.._---------�------ Project No. , C1TY FROJECT N�. 144 - S,p.p. 248-1U6-45 -------------------------------------------------------------------------------------------------- Class of Work ; SHANNON PARKWAY STREET AND I1TILITY dMPRQVEMENiS To ; RICHARD KNIJTSON, INC. ------- ------------------------------------------------ 125B5 RHOOE 1SLAN0 AVE. S. La�ation . SHANNON PARI(WAY SAVA6E, MN. 55378 -------------------------'------------------------------ PH (612) B90-8811 Fnr . CITY Of kUSEMOUNT MINNESOTA fAX (612) B9U-9396 A. Qriginai Contract A�ount f 711,810.25 b. Total Additions f + 4.OG C. Total Deductions f � p.pU ------------------------ D. tatal Funds Encu�ebered � 171,B10.25 I ------------------------ E. Tota1 Value of liork Certified to Date f 681,737.29 -----------------'------ F. L255 Retained Percentage 5 X Y 34 088.86 -----------------'------ G. Less Tntal Previous Fayments S 484 85?.78 ------------------------ N. Approved for Pay�ent, This Report i 1b2,197.65 ------------------------ I. Totai Payrents Inctuding This Uoucher S 647,b50.43 -----------------'------ J. Balance Carried Forward f 124 159.82 ------------------------ APPkOVALS ---------------------------------==--=-=----==--==-=-=--=--------=-=-=------=-=-=-== DRR-SCNELEN-MAYERON & AS50CIAiES, IHC. Pursuant to our field oliservation, as performed in a[cardance with our contract, we herehy certify that the materials are sat�sfattary and the work properly performed in actordance with the plans and specifications and that the total work is 88 L to�pleted a5 of dune 1, 1940 . We hereby reco��end pay�ent nt this vourher. -------------------------- Signed ; Signed : ---------------------- -------------- --1-- - �------ _-------- -_._.._._ Constructinn Q6server ----------------------------------------------------------------------=- This is to cerkify that to the best of �y knowledge, infonation, and belief, the quantities and valuee of wark certitied herein is a fair approxiaate estioate tor the period covered by this vou�her. Contractor ; RICNARD KNUTSON, INC. Signed By ---------------------------------------------- Date : Title ---------------------------- ---------------------- ----------------------------=----�------------------- Citot -------------------===-=== Y ftOSEMOUNT Approved for pay�ent Voucher ------------------------------------ --------------------------------------------- Checked by : Authorized Representative ------------------------ - Date : Date . Page 1 of 4 - 4305 j , IHATE VUUCNEk N0. 4 E : ,]une 1, 199U NNON PAkt;WAY STREET AND t1TILITY 1MFROVEMENTS .P. ZU8-106-U5 Y PkU�f:CT ND. 194 Y CONTRACT N�. 19B9-5 the v Of ROSEN�UNi, MINNESOTA WOkK COMFLETED n SFEC. CONTkpCT THIS AMOUNT TOTAL TQ DAiE ,. NU. I1EM �UANTITY UNIT UNIT PRICE TUiAI FkICE MON1H THIS MDNTN DUANIITY'TQTAI FRICE EDULE "C" - STORM DRAIN 8 25Q3.541 12" R.C.P, C.B. LEADS Cl IV 359 L.F. 18.92 6792.2B U.t►p 357 6,754.44 '9 ?5U3.541 15" R.C.P. C. 8. LEADS CL IV 211 L.F. 19.98 5534.46 0.00 251 5,134.86 G 25U3.541 15" R.C.P. CL TV ib05 L.f. 1b.03 25728.15 U.UO 1582 25,359.4b t 2503.541 18" R.C.P. CL III 214 L.F. 11.70 4849.Bi1 O.OU 271 4,79b.10 '� 25U3.541 21" k.C.P. CL N 585 L.F. 19.69 11518.65 G.Ou 514 11,40U.St ,3 2543.541 24". R.C.P. CL IV 382 L F. 22.50 8595.Uu O.UO 378 8,5U5.00 '4 2503.573 15" kCP f.E.S, W/ TR. G. CL IV 2 EA. 467.50 435.OD U.t�U 2 935.UG ,5 2543.513 21" kCP F.E.S. W/ Tk, G. Cl IV i EA. 642.00 602.Gu u.�(� 1 60?,00 6 25U3.57; 24" ftCF �.f.5. W/ Tk. G. CL IV i EA. b31.Q0 637.i�U 4.u0 1 637.GU �7 25U6.5Ub EXCESS 4' OIA. MN OEPTH , 8' S5.6 L.F. 58.88 3213.73 U.4Q 4).? 2,779.14 ;Ei 25f�b.5U8 STAND�RD 4' DIA. STM. MN (U - �' ) 13 EA. 709.15 9�1a.95 U.Uu 13 9,?18.45 �� 2506:508 SIANDAkQ 5' OIA. STM. nN io - a') b EA. 1112.54 6675.00 0.00 6 6,675.44 ,u 2546.5119 CATCH 6ASIN TYPE A 17 EA. 54Q.24 918A.t�8 U.UU 11 R,184.U8 ',l 25U6.Su9 CATGH BASIN TYPE B 4 EA. 592.50 237u.OQ 4.�)(1 4 2,374.Q0 �? 25U6.5u9 CATCH bASIN - SFECIAL 1 EA. 934.00 434.UU G.UG i 934.UU 3 2511.5U1 CL II1 GROUTED RIP RAP ?4 C.Y. 45.96 11U3.04 U.Uu 33 1,516.68 4 ?511.513 �kHNUtflR FILTEk 54 TON 4.13 223.G2 G.UO 54 223.02 5 2bi1.5UU 6RANULAk FOUNOATION S�l Tah 8.24 412.U0 0.4� 0.0(1 T�TAL SCNEDIJLE °C" - STDkM DRN1N � 48,586.ib i O.UO S R7,025.84 , i�DULE "D" - WA7ER MAIN �b ?b11.5t}U 16` OlP CL 5U WATtRMNIN 362U L.F. 22.Bb 8�75:.24 O.UU 3604 82,387.44 w7 2611.5U0 12" OIF CL 52 WATEkft�IN 110 L.F. 18.72 �059.?0 O.A9 11U 2,U59.T0 ;d 2b1:.5UU 8" AIP CL 52 WAIEkMA1N � 35U L.f. 12.54 4?,B9.uu i�.ut� 3?0 4,U12.BU 9 �611.5u� 6" DIP CL 52 WpIEkMAIN 39U L.F. 14.b8 51?5.�0 v.uU 43� b,371.1? u 2611.5�14 16° bL'TTERFLY VALVE & 60% 7 EA. 13b7.14 9569.98 U.00 7 9,564.98 1 ?611.500 12" GATE VALVE � 60X 2 EA. 750.04 ISU0.04 U.OU 2 1,500.O�i ,2 �611.5U0 Fi" GATE VALVE G bOX b EA. 444.b7 26b8.G2 U,OU b 2,b68.U2 3 2b11.5UG t` GATE VAIVE � 60X b EA. 344.67 ?Ub6.�2 u.uu b ?,ub8.�2 4 2b11.50U Aik kEIIEF MANHOLES 2 EA. 3119.5U 6234.f�U O.i�O 2 6,?39.0� �ti 2611.50U HYUkANTS 6 EA. iQ14,5U b08J.U�} �1.u0 G 6,087.O11 h 2611.SUU NYDkANt EXTEN51�N5 lU L.F. 263.1U ?b37.0i1 O.�U 1 2b3.70 �I 2611.5U0 F1TTINGS 11GOu LB. 1,36 19960.00 0.00 110�ii� l4,9bU.40 8 2b11.500 1" CORFDkATION CUCY,S 3 EA. 37,33 111.94 i�.OU 4 149.32 Page 3 of 4 - 4305 .. � . 'j . . � � � tSTIMA7E VUt1CHEk N0. 4 Date : June 7, 199U SHANNON PARKWAY STkEET AND U11LiTY IMPk�VEP1ENTS 5.A.F. 2U8-lUd-05 C.ITY PROJECT N�. 194 CITY CONTkpCi N(l. 1489-5 far the C1TY OF kOSEMOUNT, MINNESOtA WORk COMPLEIEU ITE"I SPEC. CONikACi THIS AMOUNI TUTAL TO DATE ND. N0. iTEM �l1AhTITV UNiT UNIT PkIGE TOTAI Pk10E tiONTN SHIS IfANTN �UpNTIiY TOTAL PRlCE -------------------------- --------------------------------- 59 2bii.5(�t� 1" CURb STOP & 8QX 3 EA. 1�.33 2I6.99 0.0�� 4 2B9.32 6U 2b11,5U0 1" CDFFER SEkVICE PIPE 135 L.f. 13.99 iBB8.65 U.Uu l41 1,912.59 -- -- ------------ ------------ TOTAL SCHEOULE "D" - l9ATcft MAIN f 142,873.?5 t O.UU � 140,541.51 SCHE�ULE "E" - 5ANITAftY SEWER + bi 2621.SU0 9" PVC PIPE SAN SWk SDk 35 1646 L.F. 14.71 19770.6b U.UG 1782 19,085.27 6? ?62i.50o 8u PVC PIPE SAN Swk SDR 26 b3U L,F. 21.46 i3519.8� 4.uc, 7�2 15,923,3? 63 2621.SOU 8" D1F CL 52 SAN Sidk 9U3 L.F. 35.67 3221U.01 t�.UO 9U4 32,?45.68 64 2621.SU0 10" FVC PIPE SAN SWR 5DR 35 10U L.F. 11.68 12376.U0 0.00 141 12,393.68 65 2621.5UU 10" NVC FIFE SAN SWk SUfi ?b 171 L.F. 23.50 4018.SU U.i�� lli 4,U18.5U 6b ?G21.SOU 14" DIP CL 52 SAN SWR 35+� L.F. 38.29 13401.SU U.uU 350 13,461.5U b1 ?6:1.500 9" x 4° PVC SEWER WYES 3 EA. 31.00 93.DU t�,�U 3 93.UU 68 2b21.54U 20" x 4" PVC SEWER WYES 1? EA. 6U.Od 120.OD U.UU 12 12U.U0 69 262i.50G 8° x 4" D1F SEWEk WYES 14 EA. 214.43 3002.02 U.UU 14 3,OG2,U2 70 2621.50U 10" x 4" DIF SEWER WYES 6 EA. 266.6) 1b44.02 � U.Oii 6 1,6U4.01 11 2621.500 4" FVC SEkVICE PIFE (1NCl kI5EkS) 273 L.F. 11.21 30bU.33 U.UU .8U 3,138.8U I2 2621.5GU 4" CISF SEkVdCE PIPE (1NCL R15eRS) 388 l.F. 13.71 5319.46 t).UU 400 5,484.00 13 ?6�1.50(� 51U SAN, SWR t1NNH�LE 4' OIA. (u - 8') .2 EA. 802.55 17b56.10 U.Oi� �2 iJ,656.14 14 2621.50U E%CESS MANH�LE DEPTN OV[R 8' 285.2 L.F. 59.OU ibB26.80 O.QO 263 15,51�.00 75 ?621.50U TYFE "A" OUTSIDE DkDF StCTIDN 2 EA. 718.5U 1437.4G U.(rU 2 1,437.G4 76 ?6?1.5�G TYFE "B" OUT5IDE D►tOP SECTI�N 2 EA. b18.5U I231.UU �i.U�i 2 1,237.00 77 ?621.5uu EXCESS 8" DkGF SECtION QVEk 4' 36.3 L.F. b L 2� ?22�.1U O.Gu 37 2,?Gb.49 78 ?6:1.5Ut? BkEpM; !N h CONNECT TO EX. MH 1 EACN 250.00 ?SG.O�j U.iitj 1 250.00 ]9 261i.50G GkpNULAk FOUNUATi�N 2U�1 TON B.S� 171b.UU U.UU 0.00 - -- ------------ ------------ iDTAL SCNEDULE "E" - SANITARY SEWEk Y 15U,438.3� i O.UU i 149,469.83 -------------- -------------ry-----------------=-=--===== SUU-TOTAL - SUM OF SCHE�ULES "A" �HRU 'E' S 746,44U.25 t 1)1,�65.94 � 664,5A9,44 80 DIV, If MOBILI2ATION (2X MA% OF SUB-TOTAL) 1 L S. 9,670.04 9,610.00 O.Au i 9,b7G.00 81 DIV. II CLERN-tIF {2;t MINIMUM OF SU6-TDTA�} i 1.5. 15,70G.OU 15,70i�.0U U.UO O,pU 6RAND T�TAL 61D t 171,81u.25 t 171,365.94 f b79,214.44 5uppieaenta: Agreement No. 1 O.U9 2,�8@.SU 5upple�ental Agreea�ent Nc. 2 U.OU 134.75 tOTAL TD DATE 3 771,810.25 S 171,365.94 4 b81,131.29 Faye 4 �f 4 - 4345 . � . . plemental Agreement No. 1 CUNTkACTDk : RICNAkU �:NU1S(lN, INC. ---------- �, 12585 RHO[iE 15�ANU AUE. 5, t : Jur�e 1, 1940 SAUAGE, 11h. 55378 --------------------------------- PH (6121 Q90-Q811 ,NWON FARt:WaY STREET AtJD UTI�ITY IMPROVEMENTS FAX (b12! @9u-634b �.P. 2Ua-1U6-U5 Y Fft�dECT N0. �94 Y CO�ITkACT N0. 1984-5 the Y OE R�SEMOUNT, MINNESOTA WOftK COtiPIETEU tl SPEC. CONTRF�CT TH1S APIOUNT TOTAL TO DATE N0. ITEM QUANTITY UNIT UNIT PRICE iOipL FR10E MDN1H TH1S 11�NTH �l1ANT1TY TOTAL PRICE --------------------------------------------------------------------------------------------------------------------------------- Pay�ent for labr,r and materials to the contractor, Richard linutson, Inc., necessary to reshape the boulevard and the schaoi property at the sehool pond site due to a differance in grade in this area. Hethad of ��ay�ent, "Tiae and Materiais" date Sept. ?1, 19B9 1,012.00 Paya�ent for labor and materiais to the subcontractor, Ddknta Fence of Minnesota, Inc., ne�essary for cr�a�tges and inprove�ents in the fen�ing north of the Shannon 5chool aite requested by the private property owner ! Kelly Trust ) as directed by the City. Methnd uf pay�ent, °Time and Materials" contractor's invoice 1,251.00 10 'i. averhead and aa�inistration for prise [ontractor Richard knutson, Inc. as per MnIDoT Y 19G4 125.10 total ............................................................t U.�?p # 2,388.10 e i of 1 - 4:i)5 ,. � .• � - Suppleaental Agree�ent No. 2 CDNTRACTOk : k1CNARD KWi1T5UN, INC. --------------- 12585 RHOQF 1SLANU AVE. S. UAiE : June J, 1R9G SAVA6E, MN. 55378 --------------------------------- PH (b12) 89q-8Hi1 5HANNON PARY,WAY STREET ANU UTILITY IMFROUEMENiS FAX (6121 890-8346 ' S.A.P, .U8-106-05 CITY FftO�ECT N0. 194 GITY CQNTRACT N�. t489-5 for the CITY OF ROSEMOUNT, MINNESOTA WGkK C�MFt.ETED ITEM 5FEC. CONikACT THIS AMOUNT iOTAI TD DAiE N0. N0. ITEM GUANTITY UNIT UNIT PRICE iOTAL PkICE MDNTN THIS Mi+hTH �UANiITV TDTAL FFICE ------------------------------------------------------------------------------------------------------------------- 1) Paya�ent for labor and �aterials to the subcontractor, pakate Fence oi Minnesata,Inc., necessary for changes and i�prove�ents in the fencing north of the Shannon School site requested by the private property awner ( i;elly Trust � as direc#ed hy the City. Method �f payc�ent, "Ti�e and Materials", contractor's invoice 122.50 10 % overhead and adoinistration #nr prime contractor kichard Knutson, Inc. a5 per tSn/DoT �17u4 invoice dated llJt3i89 12.�5 Total ................................ ........... . .f Q.O�� _------134.75 ' Fage i of i - 43U5