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HomeMy WebLinkAbout4.f. Approve Pay Estimate #5, Shannon Parkway r � Esti�ate Voucher No. 5 CONSTRUCTION PAYMENT V011CNER f��M # � ------------------------- " � qate : July 25, 1490 for Period Ending : July 20, 1990 - Projett No. : CITY PRDJECT N0. 19� - S.A.P. 208-1Ob-45 Cl�ss of Mork : SNANNON PARKMAY BTREET ANll UTILITY IMPROVENENTS -------------------------------------------------------------------------------------------------------- To : RICHARD KNUTSON, INC. -------------------------------------------------------- 12585 RNODE ISLANO AVE. S. Lucation . SNANN�N PARKMAY 5AVA6E, MN. 5531B -------------------------------------------------------- PH (612) 890-8811 For . CITY Of ROSEMOIINT, MINNESOiA FA1( (612) 890-@346 R. Driginal Contratt A�ount f 711,810.25 ------------------------ B. Total Additions f 0.00 C. Tatal Deductions s 0.00 D. Total Funds fncusbered f 771,830.25 ------------------------ E. Total Value of Mork Certified to Date s )12,137.49 f. less Retained er�entage 5 x S 35,606.87 6. C855 Total Pre iaus Pay�ents f b�7,650.43 H. Approved for P y�ent, This Report S 28,fl80.19 I. TntaT Payaents Including This Vaucher S b16,530.62 d, Balance Carrie Fnrward f 95,274.b3 APPROVALS ORR-SCHELEN-MAVERON k ASSO IATES, INC. Pursuant to our field obse vation, as perfor�ed in accordance Mith our �ontract, Me hereby certify that the �aterials are satisfackory and the M rk properly perforoed in accordance rith the plans and apecificatinns and that the total Mork is 92 1 orpleted as of ,luly 20, �990 . Me hereby reco��end pay�ent of this voucher, 5igned .--------------- - ---------------------------- Signed . �„1- l� . �� �, 1f�—}��.,�<•-.�--- ----------------- ------------------- -------- ------------------------- Constructiln Observer � -------------------------- --------------------------------------------------------------------------------------------- This is to certify that to the best of ry knoNledge, infonation, and belief, the quantities and values nf Mork certified herein is a fair approxi�ate estirate for the period covered by thie voucher. Contractor : RICNAR� KN TSON, tNC. Signed By Date : Title ---------------------------------------- ---------------------------------------------- , __________________________'_=____=_=__=_=_==-_=_=======__====__=====s=�--��=_' ' = =�_____===_=_=_'_'=== City of R05EMOUNT Approved for piy�ent \/� Voucher ------------------------------------ -------------- - Checked By : Authorized Representa �ve � �� ------------------------------------ �ate : ��7�,, jc� ���19��.c�tic-�'��"'�'� Date . ------------ -------- -------- ------------ Page 1 ot 4 - 43U5 . � 5TIMATE VOUCNER NU. 5 CONTRACTOR : RICHARD KNUTSON, INC. ""'-""'--"---- 125B5 RNODE ISIAND AYE. 5. ATE : July 25, 1990 5AVA6E, MN. 55318 --------------------------------- PH �b12! 890-8811 HANN�N PARKMAY STREET ANO �TILITY 1MPROVEMENTS � fAX {612) 894-8346 .A.P. 208-106-OS ITY PROJECT N0. 19� . ITY CONtRACT N0. 1989-5 or the CTV DF ROSEMOUNT, MINNESOTA ONiRACT DAIE : JULY 27, 1989 . MORK SIARTEO : JULY 2B, 1489 ORK CDMPLETEU : COMPLETION DATE : AU6U5T 31, l990 YORK COMPLETED iEM SPEC. CDNTRACT THIS AM�UNT TUTAL T� DATE ND. N0. ITEM �UANTITY UNIT UNIT PRICE TOTAL PRTCE MDNTH THIS MONTH �UANTITY TOTAL PRICE ----------------------------------------------------------------------------------------------------------------------------------- CHEUULE 'A` - STREEt6 1 564.G02 f k I TRAFFIC SI6N5 (COMP. ASSEMBLY) 11 Ep. 75.00 825.00 0,40 0.00 2 DIV. II TRAFFIC MARKINB PAINT 55 6A1. 40.00 2200.00 0.00 -0.00 3 2161.501 CLEAR 3.0 ACRE 1500.00 450U.40 0.00 3 �,500.00 ' 4 2101.506 6RUB 3.4 ACRE 1500.00 4500.00 0.00 3 �,500.00 5 214�.505 REMOVE HITUMINOUS PAVEMENT 230 S.Y. 1.05 241.50 452 999.60 452 499.60 b 2104.513 SAi1CUT BITUMINOUS PAVEMENT b0 L.F. 3.40 180.00 8 24.00 140 �20.00 7 2105.501 CONf10N EXCAVATION - SNANNON PARKMAY 43000 C.Y. 0.93 3999U.00 O.UO 510U0 47,430.00 8 2104.513 COMMON EXCAVATIDN - SAN SNR EASEMENT 10500 C.Y. 0.93 9165.Q0 0.00 10504 9,765.00 4 2104.521 5ALVA6E 6 REINSTALL fENCE 700 L.F. 2.00 1400.00 O.UO 0.40 10 2112.541 51186RADE PREPARATI�N 41 R.S. �5.00 3015.00 0.00 41 3,075.00 11 2211.501 A66RE6AtE BASE - CLASS 5 14440 TDN 2.90 �11b6.00 B00 2,320.00 15200 44,OB4,00 12 2232.501 MILL BITUMINOUS SURfACE 27 S.Y. 28.00 156.04 0.00 0.04 13 2331.50� BITUMINQl1S MATERIAL FOR M11(TURE 313.5 TON 111.00 36G79.50 15.3 1,19U.10 328.8 38,469.60 14 2331.510 2331 B1TIIMINOU5 BINDER COUH5E 2090 TON 8.34 17�30.60 0.00 2405 20,057.70 15 2331.514 2331 BITUMINDUS BASE COURSE �180 TON B.34 34861.20 U.00 34b6 28,906.+l� 16 23�1.54�1 61TUMINOUS MATERIAL FOR MIXTURE 135.4 TON 128.00 11395.20 0.00 0.00 17 2341.SOB 2341 B17UMINOUS WEpR COUR5E 2090 TON 9.44 18843.b0 0.00 0.00 18 1357.502 BITUMINOUS MATERIAL FOR TACK COAT 2480 6AL. 0.97 2405.60 850 824.5Q 425 891.25 14 2412.511 8' X b' PC CONC BOX CUL (3' 0'F1LL) 46 L.F. 234.11 2248U.32 U.00 9b 22,480.32 20 2�12.511 B' X 6' ENO SECTiON TYPE 1 2 EA. 2989.50 5479.04 0.�0 2 5,979.00 21 2531.501 CDNCRETE CURB !� 6UiTER B 61B 8000 L.f. 4.34 35120.00 0.00 78�5 3�,439.55 22 2557.501 M1RF FENCE 3400 L.F. 2.60 6800.04 0.04 3660 1,320.00 23 2573.502 ERD510N CONTROL 15004 L.F. 1.20 18U00.00 100U 1,20U.U4 8700 10,440.00 24 2515.501 SEEDIN6 11.3 ACRE 650.00 J34S.Q0 0.00 9 5,850.00 TOTAL SCNEDULE 'A" - STREETS s 332,582.52 f 7,158.20 � 289,b09.46 CHEDtILE 'B" - BITUMINDUS TRAIL 25 2211.501 AG6RE6ATE BA5E - CLASS 5 1300 TON 3.90 507U.00 1234 �,812.b0 1234 4,812.60 26 2341.504 BITUMINOUS MATERIAL FOR MIXTURE 30.0 TON 128.04 38�0.00 21.3 3,494.40 27.3 3,�94.40 27 2341.508 2341 BITUMINOUS YEAk C�URSE 450 TDN 29.00 13050.00 515 14,935.G0 515 1�,935.00 TOTAL SCHEDULE 'B' - BITUMINOUS TRAII S 21,96U.00 s 23,242.00 f 23,242.00 ' age 2 of 4 - 4305 f , u ESTIMATE VOIICHER N0. 5 DATE : �uly 25, 1990 SNANNON PARKiiAY STREET AND UIILITY IMPRDVEMENTS � S.A.P. 206-106-45 CITY PROJECT ND. 194 CITY CONTRACt N0. 1989-5 for the CITY OF R05EMOUNT, MINNESOTA MDRK COMPLETEU JTEM SPEC. CONTRACT THIS AMOUNT TOTAL T0 DATE N0. N0. ITEM �UANTITY UNIT UNIT PRICE TOTAL PR10E MONTH TNIS MONTH DUANi1TY TOTAL PRICE ------------------------------------------------------------------------------------------------------------------------------------ SCNEDUIE "C' - STQRM DRAIN 28 2503.5�1 12' R.C.P. C.B. LEADS GL 1V 354 L F. 18.92 6792.28 0.00 351 6,�5�.�� 29 2501.541 15' R.C.P. C. 8. LEpRS Cl IV 217 L.F. 19.48 553�.46 Q.00 257 5,13�.86 30 2503.541 15' R.C.P. CL IV ib05 L.F. 16.03 25728.15 -0.00 15B2 25,359.4b 31 2503.541 19' R.C.P. CL III 21� L.F. 11.70 4849.60 4.00 271 4,79b.70 32 2543.541 21` R.C.P. CL IV 585 L.F. l9.69 11518.65 0.00 579 11,404.51 33 2503.541 24" R.C.P. CL IV 382 L.f. 22.50 8595.00 0.0� 378 8,505.04 34 2503.513 15• RCP f.E.S. N/ TR. 6. CL IV 2 EA. 467.50 935.00 0.00 2 935.04 35 2503.573 21' RCP F.E.S. MJ TR. 6. CL IV 1 EA. G02.00 602.40 0.00 1 b02.00 36 2503.573 24" kCP F.E.S. M/ TR. 6. CL IV 1 EA. b31.00 637.00 0.00 1 b37.00 37 2586.506 EJ(CESS 4' DIA. MN DEPTH > 8' S5.6 L.F. 58.$8 3213.73 0.00 �1.2 2,179.14 38 2506.508 STANDAR6 �' UTA. STM. MN l0 - 8') 13 EA. 104.15 9218.45 U.00 13 9,218.45 39 2506.508 STANDAR� 5' D1A. STM. MH (0 - 8') 6 EA. 1112.SU 66J5.44 0.00 6 6,675.Q4 40 2506.509 CATCH BASIN TYPE A 17 fA. 5�0.24 9184.08 -0.OU 17 4,18�.08 41 2506.504 CATCH 8ASlN TYPE B 4 EA. 592.50 23)0.00 0.00 � 2,370.U0 42 2506.504 CATCN BASIN - SPECIAL 1 EA. 934.00 434.00 G.UO i 93�.00 43 2511.507 CL I[! 6ROUTEU RIP RAP 2� C.Y. �5.96 1103.0� 4.00 33 1,516.68 44 2511.513 6RANULAR F1L1ER 5� TDN 4.13 223.42 0.00 54 223.02 �5 2611.500 6RANULAR FOtlNUATlON 50 TON 8.24 412.00 0.00 0.00 TOtAL 5CHEUULE 'C' - &10R11 DRAIN f 98,58b.16 f 0,04 t 97,025.8� SCHEDULE 'D" - MATER MAIN 46 2611.500 16' DIP CL 50 WATFRMAIN 3620 L.f. 22.86 82753.2U O.OQ 3604 82,387.�4 �7 2611.500 12' D!P CL 52 MATEAMAIN 110 L.F. 18.72 2454.20 0.00 110 2,059.20 �B 2611.540 8` D1F CL 52 MATERMAIN 350 L.F, 13.5� �3B4.OU O.OU 320 4,U12.60 49 2611.500 6" DIP Cl 52 NA1'ERMAlN 390 L.F. 14.68 5125.20 0.00 43� 6,3�1.12 50 2611.50U 16' BUTTEkfLY VALVE � B�X 7 EA. 1361.14 4569.98 O.OU 7 9,569.R8 51 2611.500 12" 6ATE VALVE 6 8011 2 EA. 750.00 1500,00 0.04 2 l,500.00 52 2611.500 8" 6ATE VALVE 6 bDX 6 EA. ���.67 2668.02 0.00 6 2,bb8.02 53 2b11.500 6' 6ATE VALVE � NDX 6 EA. 344.67 2068.02 0.00 b 2,068.U2 54 2611.500 A1R RELIEF MANHOLES 2 EA. 3119.50 6239.G0 O.OU 2 6,239.U0 - 55 2611.SU0 NYDRANTS b EA. 1014.50 6087.00 -0.00 6 6,081.80 56 2611.500 HYDRANT EXtENSIONS 10 L.f. 263.1U 2631.UU O.OU 1 2b3.10 57 2611.500 FITTIN65 11Q00 LB. 1.36 14964.00 0,00 11Q00 14,960.00 58 2b11.500 1' CORPORATION COCK5 3 EA. 37.33 111.94 0.00 � 144.32 Page 3 of 4 - 4305 , , , STIMATE VOUCNER N0. 5 ate : July 25, 1990 --------------------------------- HANNON PARKYAY 5TREET AND UTILITY IMPRDVEMENTS .A.P. 208-10b-OS 1TY PROJECT N0. 194 ITY CONTRACT N0. 1989-5 or the ITY OF R05EMOUNT, MINNESOTp MDRK COMPLEiE� TEM SPEC. CONTRACT THIS ANQUNT TDTAL TO DATE N0. N0. ITEM DUANTITY I1NIT UNIT PR10E TOTAL PRICE MUNTH THIS MONTN �tiANTI1Y TOTAL PR10E ----------------------------------------------------------------------------------------------------------------------------------- 54 2611.500 1" CURB STOP 6 BO1l 3 EA. 72.33 216.49 0.00 4 289.32 b0 2611.500 1' COPPER SERVICE PIPE 135 l.F. 13.99 188B.b5 0.00 lAl 1,972.54 TOTAL SCHEDULE 'D' - YATER MAIN f 142,813.25 f 0.00 f 1�0,597.51 �CHEDULE 'E" - SANITARY SEMER 61 2621.500 8' PVC PIPE SAN SMR SOR 35 . 184b L.F. 10.71 14770.66 0.00 1782 19,OB5.22 62 2621.500 8' PVC P1PE SAN SNR SDR 26 b30 L.F. 21.�6 13519.80 0.00 742 15,923.32 63 2b21.500 8" D1P CL 52 SAN SMR 903 L F. 35.61 32210.01 Q.00 904 32,245.68 b� 2b21.500 10' PVC PIPE SAN SMR SDR 35 700 L.f. 17.68 12376.00 4.00 701 12,393.b8 b5 2621.500 14` P1+C P1PE SAN 5WR 5�R 26 111 L.F. 23.50 4018.50 4.00 17l 4,018.50 bb 2621.500 10` D[P CL 52 SAN SYR 350 L.F. 38.29 13401.50 0.04 350 13,401.50 67 2621.500 B" x 4" PVC SEYER YYE5 3 EA. 31.00 93.00 O.OU 3 93.00 68 2b21.500 10" x 4' PVC SEMER MYES 12 EA. 60.00 120.00 0.00 12 120.00 69 2621.500 8' x �" DIP SENEk WYES 14 EA. 21�.�3 3002.02 0,00 14 3,002.02 70 2621.500 10' x 4` DIP SEMER MYES 6 EA. 266.61 1600.02 O.UO 6 1,600.U2 71 262 L 504 4' PVC SEkVICE PIPE �iNCI RISERSI 273 L.F. 11.21 306U.33 0.04 280 3,138.80 72 2621.500 4' CISP SERVICE PIPE (INCL RISERS) 388 L.F. 13.71 5319.48 0.00 400 5,48�.00 13 2621.500 STD SAN. SMR NANHOLE 4' �IA. (0 - 8') 22 EA. 802.55 1765b.10 O.OU 22 17,656.10 74 2b21.500 El(CESS MANH�LE �EPTN OVER 8' 285.2 L.F. 59.00 16826.80 O.OU 263 15,511.00 75 2621.500 TYPE 'A' OUT5IDE OROP SECTION 2 EA. 718.50 1437.00 O.UO 2 1,43J'.OU 7b 2621.500 TYPE `B' OUTSIDE UROP SECTION 2 EA. 618.50 1237.Q0 O.UO 2 1,231.40 77 2621.540 EXCESS 8" DR�P SECIION OVER 4' 3b.3 L.F. 61.27 2224.14 U.04 37 2,2b6.99 78 2621.500 BREAK IN 6 CONNECT TO Efl. MN i EACH 250.00 250.00 O.�fl l 250.00 79 2611.500 6kANULAR FOUNDATION 200 TON 8.58 1716.00 4.00 O.U4 TDTAL SCNEDULE `E" - SANITARY 5EYER f 150,438.32 f 0.00 S 1�9,4G9.83 n'c'm'_eccaca's_c-c-=es'n"aca'�---'c'coo'cc'c='e_===mc'cc'cca'_ocaasssce'cc"a�'�c'__oaac�asc_'o=�'c=c'c_c"ccm..=r-- ="�x'_�' . SUB-TOTAL - SIlM Of SCHEDULES `A" TNRU "E" f 746,4�0.25 S 30,400.20 3 b4R,944.6� 80 O1V. II MDB1LIlAT10N (21 MAX OF SUB-TUTRL) 1 L.S. 9,610.00 9,b70.00 0.00 1 9,670.40 81 llIV. II CLEAN-UP (Zx MINIMUM UF SUB-TDTAL) 1 L.S. 15,100.00 15,140.00 0.00 0.04 6RAND T�TAL B1D S 111,810.25 f 30,4U0.20 f 709,614.64 Supple�ental Agreerent No. 1 0.00 2,388.10 5upple�ental Aqreerent No. 2 0.00 13�.15 TOTAL TO DATE s 771,810.25 f 30,400.20 f 712,137.�9 age 4 of 4 - 4305 5upple�ental Agree�ent No. 1 CDNTRACTOR : RICNARD KNUISON, INC. � ""'-'--` 12585 RNOQE ISIAND AVE. S. DATE : July 25, 1990 SAVa6E, MN. 55378 --------------------------------- � PH t612) 890-8811 SNANNON PARKNAY STREET AND OTILITY IMPROVEMENTS FAx (612) 890-8346 S.A.P. 208-106-05 CITY PROJECT N0. 194 CITY CONTRACT N0. 1989-5 for the CITY OF ROSEMOUNT, MINNESOTA M�RK COMPLETED ITEM SPEC. C�NTRACI THIS AMOUNT TOTAL TO DATE N0. N0. ITEM DUANTITY UNIT UN1T PRICE TOTAL PRICE MpNTH THI5 MUNTH �UANTITY TO1AL PRICE ------------------------------------------------------------------------------------------------------------------------------------ 11 Pay�ent for laGo� and �aterials to the contractnr, Richard Knutson� Inc., necessary to reshape the boulevard and the school property at the school pond site due to a differance in grade in this area. Method of piy�ent, 'Tire and Materials' d�te Sept. 21� 1989 1,012.00 2j Payrent far libor and �aterials to the su6contractor, 6akota Fente of Minnesata, Inc., necessary for changes and irprove�ents in the tencing north of the 5hannon School site reque5ted by the private property orner ( Kelly Trust ► is directed by the City. Method of pay�ent, 'Ti�e and Materials' contractar's invoice 1,251.00 !0 X nverheid and id�iniatrition for pri�e tontrictor Richard Xnutaon, lnc. a5 per MnlDoT i 190� 125.10 Tatal ........... ....................... ....... ............t 0.00 f 2,3B8.10 Page 1 of 1 - 4305 upple�ental Agree�ent No. 2 CONTRACTOR : RICHARD KNUTSON, INC. -------------~ 12585 RHOOE ISLAND AVE, S. ATE : �uly ?5, 1990 SAVA6E, MN. 55318 --------------------------------- PH (612) 890-8811 NANNON PARKMAY STREET AND UTILIiY IMPROVEMENTS FAX i6l2! 890-B346 .A.P. 208-106-OS • ITY PRDJECT N0. 194 ITY CONTRACT N0. 1989-5 or the [TV OF RDSEMOUNT, MINNESOTp MDRK COMPLETEQ TEM SPEC. CONTRACi TN1S AMOt1NT TOTAI TO DATE N0. N0. ITEM QUANTITY UNIT UNIT PRICE TOTAL PRICE MONTH THIS MONTH QUANTITV TOTAL PRICE ----------------------------------------------------------------------------------------------------------------------------------- ) Pay�ent for labor and �aterials to the subcontractor, Oakote Fence of Minnesata,tnc., necessary for thanges and i�proverents in the fencing north af the 5hannon School site requested by the private property oMner ( Kelly Trust ) as directed by the City. Methad of payrent, 'Ti�e and Materiais', contractor's invoice 122.50 10 X overhead and ad�inistration for pri�e tantra[tor Richard Knutson, Inc. as per Mn/DoT #1704 invoice dated il/13/84 12.25 Total ...............:........................................t 0.00 � 134.75 age 1 of 1 - �305