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HomeMy WebLinkAbout4.l. Approve Pay Estimate #6 for Shannon Parkway Street & Utility Improvements, City Project #194 CITY OF ROSEMOIINT EBECIITIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: September 18, 1990 AGENDA ITEM: Approve Pay Estimate #6, AGENDA SECTION: Shannon Pkwy Str & Util Impr.-Contract 1989-5 Consent PREPARED BY: Richard M. Hefti AGEN�� � � 1 City Engineer/Public Works Director L ATTACHMENTS: Pay Estimate #6 APP BY: Attached to this memo is Pay Estimate #6 for the Shannon Parkway Street & Utility Improvements, City Project #194 , in the amount of $60,739.75. The balance due after this payment will be $56, 619.88. RECOMMENDED ACTION: Motion to approve request for Payment #6 to Richard Knutson, Inc. in the amount of $60, 739 .75 for work done under Contract 1989-5. COUNCIL ACTION: Approved. 8 Esti�ate Voucher No, 6 CONSTRUCTION PAYMENT VOUCHER ------------------------- Date . Septe�ber 7, 1990 for Period Ending : August 31, 1990 ------------------------------------------ ----------------------------- Prnject No. . CITY PkOd[CT N0. 194 - S.A.P. 208-106-05 -------------------------------------------------------------------------------------------------------- Class of Mork : • SHANNON PARKMAY STREET AND UTILITY IMPkOVEMENTS -------------------------------------------------------------------------------------------------------- To : RICHARD KNUTSDN, INC. -------------------------------------------------------- 12585 kNODE ISLANU AVE. 5. Location . SHANNON PARKMAY SAVAGE, MN. 55378 -------------------------------------------------------- PH (612) 890-B811 For , CIiY OF ROSEMO�NT, MINNESOTA fAX (612) B9U-9346 -------------------------------------------------------- A. Original Contract A�ount S 171,810.?5 ------------------------ B. Total Additions S 22,Bb0.00 C.O. I1 ------------------------ C. Total Deductions S 7A0.00 C.O. Y1 ------------------------ D. Total Funds Encu�bered t 793,84U.25 ------------------------ E. Total Value of Mork Certified to Date f 716,014.07 ------------------------ F. Less Retained Percentage 5 X f 38,803.10 ------------ ------------------------ 6. Less Total Previous Pay�ents S 61b,530.62 ------------------------ N. Total Pay�ents In�luding This 4oucher f 737,270.31 ------------------------ I. Balance Carried ForNard f Sb,619.88 ------------------------ J. A P P k � V E D F 0 R P A Y M E N T, T N I S V 0 l l C H E R S 6 0,7 3 9.7 5 ------------------------ APFROVALS Okk-SCNELEN-MAVERON k ASSOCIAiES, INC. Pursuant to our field observation, as perfor�ed in accordance �ith our contract, and based on our professional opinion, oateriais are satisfactory and the Nork properly perfor�ed in accordance with the plans and speci h cations and that the total Mork is R8 � cr,opleted as of August :tl, 199� . Ne herehy recos�end pay�enl of this voucher. --------------- ------------------------------ Signed : 5igned : f C ��m��_ ------- ----------------------------- -------�- ------------------------ Construction Observer ------------------------------------------------------------------------------------------------------------------------ This is to certify that to the best of �y knowledge, infor�ation, and belief, the quantities and values of Mork certified herein is a fair approxieate estioate for the period covered hy this voucher. Contractor : RICHARD Y.NUTSON, INC. Signed 6y ------------------------------------ ---------------------------------------------- Date : Title ---------------------------------------- ---------------------------------------------- ------------------------------------------------------------------------- -- - ---- ------ -- -------------------- ------------------------------------------------------------------------- - - -- -- -- ------ - -------------------- City of ----R05EMOUNT-- -------------- ---Approved for pay�ent Vaucher - - ------------ ------- --- ------------------ Checked By : Authorized RepreSe t t y ------------------------------------ Uate : Date : --------------------------------------------- ------------------------------------ Fage 1 of 4 - 4305 MATE VOUCNER N0. 6 CON7RACTOk : RICNARD KNUT50N, INC. -'-"""'---'----- 125B5 RHODE ISIAND AVE. S. . SepteoDer 7, 1990 SAVAGE, MN. 55378 --------------------------------- PH (612) 890-B811 +NON PARKNAY STREET AND UTILITY IMPROVEMENTS FAX i612) 890-8346 P. 20B-1Ob-05 FRDJECT H0. 194 CONTRACT N0. 1989-5 t�e ' OF ROSEMOUNT, MINNESOTA RACT DATE : JULY 27, 1484 WOR1; STARTED : J�LV 28, 1989 COMPLETED : COMPLETION DATE : AU6UST 31, 1990 WOR� COMPLETED 1 SPEC. CDNTRACT THIS AMOUNT T�TAL TO DATE N0. 1TEM QUANTITY �NIT UN1T PRICE TOTAL PR10E MONTH TH1S MONTH �UANTITY TUTAL PRICE -------------------------------------------------------------------------------------------------------------------------------- DULE 'A" - STREETS ------------------ _ 5b4.6U2 F b I TkAFFIC S16NS �COMF. ASSEMBLY) 11 EA. 75.OU B25.U0 9 615.U0 9 675.OU ' DIV. II TRAFFIC MARM;IN6 PAINT 55 6AL. 4U.00 220u.00 55 2,2UO.OU 55 2,200.00 ; 21U1.SU1 CLEAR 3.0 ACRE 15UO.OU 450U.UU 0.00 3 4,500.00 � 2101.SU6 6RU8 3.0 ACRE 15UO,U0 4500.00 0.00 3 4,500.00 � 21U4.505 kEMU4E BITUMINOUS PAVEMENT 23U S.Y. 1.05 241.50 U.UU 952 499.60 � 2104.513 SAMCUT BITUMINOUS FAVEMENT 60 l.f. 3.OU 1H0.00 0.00 140 �20.OU ' 21U5.5U1 COMMON EXCAVATION - SNANNON PAkY,NAY 43U00 C.Y. 0.93 3999U.00 O.OU 51000 41,43U.Du i ?1U4.513 COMMON EXCAVATION - SAN SMR EASEMENT 10540 C.Y. 0.93 9765.OU 0.00 1U50� 9,165.04 � 21U4.521 SALVA6E 8� kEINSTALI FENCE 1UU L.F. 2.00 14UO.UU 0.00 0.00 ! 211?.5G1 Sl1DGRADE PREPARATION 41 R.S. 15.00 30�5.00 U.UQ 41 3,015.00 � 2211.561 A6GRE6ATE NASE - CLASS 5 144U0 TDN 2.40 41160.4U 0.00 152�0 14,08U.00 _ 2232.501 MILL diTUM(N(]t1S SUkFACE 27 S.Y. 28.00 756.00 38.1 1,083.bU 38.7 i,Ud3.60 . 2331.504 B1TUMINDUS 11ATERIAL fOk MIXTURE 313.5 TDN 111.00 3b679.50 0.40 3"18.8 38,469.60 i 2331.510 2331 BITUMINOUS bINUEk COURSE 2U9U TON 8.34 1743u.60 O.uO 7405 ?0,051.70 � '1331.514 2331 BITUMINOUS HN5E COURSE 418U TON 8.34 34N61.20 O.UU 3466 2B,9f�b.4� , 2341.504 BITUMINOUS MATER[NL FOR NIXTURE 135.9 TUH 128.OU 17395.2U 106.8 13,670.40 106.8 13,61U.40 ' ?341.508 2341 BITUMINI)US NEAk COURSE 209U TDN 9.04 18893.60 2053 19,559.12 2053 18,559.12 �f 2357.502 6ITUMINOUS MATERIAL FOF TACK CDAT 248U 6AL. 0.97 2405.b0 525 509.?5 1450 1,4U6.50 9 2412.511 8' X b' FC CUNC bDX CUL (3' 0'FILL) 46 L.f. 234.17 ??480.32 O.UU 96 22,48U.3: � 2412.512 8' X 6' END SECTION TYPE 1 ? EA. 29�9.5�1 5919.00 0.00 2 5,9�9.00 . 2531.5�)1 CDNCkETE CUR6 6 6l1TTEk H 618 800U L.F. 4.39 351?U.UO U.OU 7845 34,439.55 2557.501 N1RE fENCE 3400 L.F. 2,On 68u0.0u 0.00 36bU 7,320.00 i 25?3.5U2 ER05IUN CDNTkDI 15000 L.f. 1.20 180U0.00 0.00 El�OU 10,440.00 4 2575.SU1 SEFnIN6 11.3 ACRE 650.00 ]345.00 1.1 715.00 10.1 b,565.00 ------------ ------------ ------------ TOTAL SCHEDULE 'A' - STREETS f 332,SB2.52 s 3),�12.37 f 327,021.83 :DULE "B' - bItUM1NUUS TRAIL ---------------------------- 5 2211.501 A66RE6ATE bASE - CLASS 5 1300 TON 3.90 501U.00 13 50.7U 1241 4,863.3U i �341.50� BITUMINOUS MATERIAL FOR MIXTURE 3U.0 TUN 128.OU 3840.40 0.00 27.3 3,44�.4U ' 2341.5U8 2341 BITUM1N011S WEAk COUkSE A5U TON 29.Gu 13U5U.OU 0.00 515 14,935.OU ------------ ------------ ------------ T�TAL 5CHEDULE "B" - BITUMINDUS TkAll 4 21,960.00 f 50.�4 S 23,292.70 � 2 of 4 - 4305 ESTIMATE VOUCNER ND. 6 ------------------- �ATE : Septe�ber 1, 1990 --------------------------------- SHANNON PARKMAY STREET AND UTILITY IMPROVEMENT5 S.A.P. 208-1Ob-05 CITV PAOJECT N0. 14� C1TY CONTRACT N0. 1989-5 fur the �1iY OF RU5EMOUNT, M(NNESOTA WORK COMPLETED !TEM SPEC. CONTRACT TN1S AMOUNT TDTAI 10 DATE N�. N0. ITEM �UANTITY UN1T UNIT PR]CE TOTAL PkICE MONTH TN1S MDNTH �UANTITY TOTAL FkICE -------------------;---------------------------------------------------------------------------------------------------------------- 7CHE�ULE "C" - STOkM DkA1N -------------------------- 2B 25U3.541 12" k.C.P. C.6. LEADS CL IV 359 L.F. 1A.92 6792.28 0.00 351 b,754.44 29 25U3.541 15' R.C.P. C. B. LEADS CL IV 217 L.F. 19.98 5534.46 0.00 257 5,134.86 3u 2503.541 15" k.C.P. CL ]V 1b05 L.F. 16.U3 25728.15 0.40 1582 25,359.46 31 25G3.541 18' R.C.P. CL III • 2J4 L.f. 11.70 4044.80 O.UO 2)1 4,796.70 32 25U3.541 21° R.C.P. CL 1V 5B5 L.F. 14.69 11518.b5 0.00 579 11,�UU.51 33 25U3.541 24' k.C.F. C� TV 382 L.F. 2?.50 Q595.OU 0.40 378 8,505.00 34 25U3.573 15` kCP f.E.S. M/ Tk. 6. CL IV ? EA. 461.5U 935.U0 �.UU 2 935.U0 35 2503.573 21' RCF f.E.S. W/ Tk. G. CL IV 1 EA. 6u2.0u 602.00 O.OU 1 602.00 3b 2503.573 24" kCP F.E.S. M/ Tk. G. CL IV i EA. 637.00 637.OU 0.00 1 b3�.00 37 25U6.5G6 EXCESS 4' DIA. MH DEPTH > 8' S5.6 l.f. 56.88 3273.73 0.00 41.2 2,7)9.14 38 2506.508 STANDAkD 4' OIA. S1M. MH (U - B') 13 EA. 1U9.15 9218.95 u.UU 13 4,218.95 34 2506.508 STANDAHD 5' DIA. STM. MN �U - 8') b EA. 1112.SU 6615.00 0.00 6 6,675.00 4U 25[�6.SU9 CATCH 6�S1N TYFE A 17 EA. 540.?4 9184.U8 O.UO 17 9,184.U8 4! 25U6.509 CATCN BASIN TVPE B 4 EA. 592.50 2370.04 0.00 � 2,3)0.00 42 25ub.5U9 CATCN bASIN - 5PECIAL i EA. 434.U0 934.OU 0.00 1 934.Q0 43 2511.501 CL III 6ROUTED RCP RNP 2� C.Y. 45.96 1103.04 0.00 33 1,516.68 44 2511.513 6RAN�LAR FILTEk 54 TON 4.13 223.02 O.OU 54 2?3.U2 45 2611.5U0 6kANULAk FOUNQATION 50 TON 8.24 412.00 14 609.76 74 604.76 ------------ ------------ ------------ TOTAL SCHEDULE "C" - STOkM DRAIN 3 98,585.16 f 609.76 S 97,635.60 :CHEDULE 'D" - WATEk MA1N ------------------------ 46 ?611.50U 16' �IP CL 50 WATERMAIN 362U L.F. 22,86 82153.2U O.UO 36G4 82,381.4� �7 ?611.SU0 12` QIP CL 52 kATEkMAIN 110 l.F. 18.72 2054.20 O.UO 11U ?,059.20 48 2c11.5UU B' DIP CL 5? WATENMAIN 350 l.F. 1?.54 4389.U0 0.00 3?0 �,012.80 49 ?b11.50U b' DIF CL 52 WATE�MAIN 34Q L.F. 14.68 5725.20 0.00 434 6,311.12 56 2b11.SOp 16' HUTTERfLY VALVE & 6�X 1 EA. 1367.14 9569.98 O.UO 7 4,569.98 51 2611.500 12' fiATE VALVE � BOX 2 EA. 75U.OU 1500.00 0.00 2 1,50U.OU 52 ?611.SOU B" 6AfE VALVE & BOX b EA. 444.67 2668.02 Q.OU 6 2,b6B.02 53 2611.SU0 6` 6ATE VALVE 6 BOX b EA. 3�4.67 2U68.0? 0.00 6 Y,Ob8.02 54 2611.5pU AIk kELIEF MANHOLES 2 EA. 3119.50 6239.00 O.OU 2 6,239.UU 55 2611.5U0 HYDRANTS b EA. 1014.50 bU87.U0 O.UO 6 6,087.00 56 2611.500 HYUkANT EXTENSIONS lU L.F. 263.70 263?.GU O.OU 1 263.70 57 2611.5UU F1T(1N6S 110U0 LB. 1.36 14960.00 ..0.00 1100U 14,460.U0 58 ?611.500 1' COkPOkATI�N CDCKS 3 EA. 37.33 111.99 0.00 � 149.32 Page 3 of 4 - 4305 MATE VOUCHER N0. 6 ------------------- . Septe�ber 7, 1490 --------------------------------- iNDN FAkKMAY STREET AN6 UTILITY ]MPkOVEMENTS P. 208-106-OS FROJECT ND. 194 CONTRACT N0. 19B9-5 the OF ROSEMOUNT, MINNES�TA WDRK CDMPLETED ; SPEC. CONTRACT TNIS AMDUNT TOTAL TO UATE ND. ITEM �UANTITY UN1T UNIT PkICE TOTAL FRICE MONTN TN1S MUNTN �UANTITY TOTAL Fk10E -------------------------------------------------------------------------------------------------------------------------------- 2611.5Uu 1' CURB STOF b BDX 3 EA. 12.33 21b.99 O.UO 4 289.32 � 2611.500 1' COPPER SERVICE PIPE 135 L.F. 13.94 1888.65 0.00 141 1,972.59 ------------ ------------ ------------ TOTAL SCNEDULE '6" - MATER MAIN f 142,873.25 f O.UO f 140,591.51 �ULE 'E" - SANITARV SEMER ------------------------- 2621.5UU 8` PVC PIPE SAN SYIk SDk 35 1B46 l.F. 10.71 1971U.66 0.00 1782 19,OB5.22 ' ?b21.500 8' PVC PIPE SAN 5Mk SDk 26 b30 L.F. 21.46 13519.80 O.OG 742 15,923.31 26?1.SUU 8' D1F CL 52 SAN SNk 903 L.F. 35.67 3221U.01 U.00 9U4 3?,245.68 � 2b21.5uU lU' PUC PIPE SAN SMk S6R 35 700 L.F. 17.68 12376.00 U.OU 701 12,393.68 � �d?1.504 lU` FVC PIFE SAN 5MR 5Dk 26 171 L.F. 23.SU 4U10.50 U.00 171 4,018.50 , 2621.500 10` 6iP CL 52 SAN SMk 350 L.F. 38.29 13401.50 O.UO 350 13,401.50 ' 2621.SUU 8' x 4' P4C SEWEF, WYES 3 EA. 31.UU 43.00 �.UO 3 43.11U i 2621.50U 10` x 4` PVC SEMER MYES 1? EA. 60.00 72(1.40 O.UO 12 72Q.U0 ' 2621.50U 8' z 4" DIP SEWEk WYES 14 EA. 214.43 3UO2.02 U.UU 14 3,UO2.U2 � ?b21.500 !0' z 4" DIP SEIiER WYES 6 EA. 266.67 1b00.02 O.OU 6 1,b0U.02 '. 2621.SUU 4` PVC SEk410E PIFE ;1NCL kISERS) 213 L.F. 11.21 3Q66.33 O.UU 280 3,138.80 _ 26?1.5U0 4' CISP SEkVICE PIPE IINCL RISEHS) 388 L.F. 13.71 5319.48 O.OU 4U0 5,4B4.U0 � 2b21.5U0 STD 5AN. SYik MANNOLE 4' DIA. (U - 8') ?? EA. 80?.55 17656.10 0.00 22 17,656.10 � 2621.50� EXCESS MANNOIE 6EPTH OVEk 8" 285.? L.F. 59.00 168?6.BU O.UO 263 15,517.U0 i 2b21.500 TYFE `A' OUTS1➢E UkOF SECTI�N � EA. 118.50 1437.00 O.OU 2 1,437.U0 , 2G21.5U0 TYPt "B' OUTSIDE DkOP SECTION 2 EA. 618.5U 1237.OU 0.00 2 1,237.U0 2E,?1.500 Ef(CESS B` UkC1P SECTION OVEH 4' 36.3 L.f. 61.27 2224.10 Q.UO 37 2,2h6.99 I 2b21.5U0 bkEAK IN & CONNECT TO EX. MH 1 EACN 250.OU 25U.00 O.OU 1 25U.OU ? 2611.5U0 6kANULAk FOUNUAlION 2UU TON 8.58 1716.U0 0.00 0.00 ------------ ------------ ------------ TDTAL SCNEDULE "E" - SANITARY SEWEk f 150,438.32 S O.OU f 144,469.B3 SUB-TOTAI - SUM OF SCHEOULES "A' THRU 'E' S 746,440.25 S 38,07?.83 3 138,011.47 � �IV. I1 MOBILIIATION (2X MAX QF SUB-TOTAL) 1 L.S. 9,670.00 9,670.00 0.00 1 9,610.00 D1V. I] CLEAN-UP (2X M1NIMl1M DF SUB-TOTAL) 1 L.S. 15,70U.00 15,700.00 0.7 10,490.00 0.1 10,9R0.00 GkAND TOTAL BID S 771,81U.25 S 49,U6..83 f 758,677.�7 Supplearntal Agrzerent No. 1 U.UO 2,38B.1U Suppienental Agree�ent No. 2 O.UU 134.75 Change Order No. 1 22,080.00 14,8�3.75 1�,873.75 ------------ ------------ ------------ ------------ ------------ ------------ TOTAL TO DATE S 7y3,89U.?5 f 63,436.58 S 776,074.U7 4 of 4 - 4305 , • . .: Suppie�ental Agree�ent No. 1 CONTRACTOR : RICNARD KNUTSON, INC. ---------- 12585 RHODE ISLAND AVE. S. DATE : Septe�ber 1, 149U SAVA6E, MN. 553]8 ` --------------------------------- PN (b12! 890-8811 SHpNNON PARKiOAY STREET AND UTtUTY IMPROVEMENTS FAX (612) 840-8346 S.A.P. 2U8-106-45 CITY PR03ECT N0. l94 CITY CONTRACT N0. 1984-5 for the CI1Y OF R05EMOUNT, MINNESUTA NORK CDMPLETED ITEM SPEC. CONTkACT TH15 AMOUMI TOTAL TO DATE N0. N0. ITEM �UANTiTY UNIT UNIT PRICE TOTAi. PRICE MONTN THIS MONTN �UANTITY TOTAL PRICE 1) Fayrent for iabor and saterials to the contractor, kichard Knutson, Inc., necessary to reshape the baulevard and the school property at the schooT pond site due to a differance in grade in this area. Method of pay�ent, 'Ti�e and Materiais' date Sept. 21, 1989' 1,012.00 2) Payren# for lahor and �ateriais to the su6contractor, Dakota Fence .of Minnesota, Inc., necessary for chanqes and irproveaents in the iencing north of the Shannon School site requested by the private property oMner � Keliy Trust } as directed �y the City, ,Method of pay�ent, 'Tiae and Materials' contractor's invoice 1,251.00 1U 7. uverhead and ad�inistration for pri�e contractor kichard Knutson, Inc. as per tln/DoT t 1904 115.10 Total ............................................................5 0.00 f 2,388.10 Fage 1 of i - 4345 f t ale�ental Agree�ent No. 2 CONTRACTOR : RICHARD KNUTSUN, IMC. --'-'"'"'"-"" 12585 RHOQE ISLAND AVE. S. - Septe�ber 7, l990 5AVA6E, MN. 55378 --------------------------------- PN (612} B4p-8821 HNON PARKYAY STkEET ANp UTILITY IMPROVEMENTS FAX (612) 896-B346 .P. 20B-106-OS � FRU,IECi N0. 14� � GONTRACT N0. 1989-5 the r �F RUSEMOUNT, MINNESDTA tlORK CDMPLETED � SPEC. CONTRACT THIS AMOUNI TOTAL TO DATE N0. ITEM DUANTITY UNIT UNiT PR10E TOTAL PRICE MUNTH TNIS M�NTN DUANTITY TOTAL PR10E ------------------------------------------ Pay�ent for �abur and raterials to the suhtontractor, Dakote Fence nf Minnesota,tnc., necessary for changes and i�provementa in the fencing nnrth of the Shannan 5chool site requested by the private property oMner ( Keliy Trust J as directed by the City. Method of payoent, "Ti�e and Materials`, contractor's invoice 122.50 10 X overhead and adrinistration for prire contractor Richard Knutson, Inc. as per MnlDoT 11104 invoice dated 11i13/89 12.25 Total ........................................................5 0.00 S 13�.75 i of 1 - 4305 , . ,. � Change Urder Na. 1 CONTRACTOR : RICHARD KNUISON, TNC. ---------- 12585 RNO➢f ISLAND RVf. S. DATE : 5epteaber 1, 149U SNVA6E, MN. 55318 ----------------------------- ---- PH (612) 840-8811 SNANNDN PARKMAY SiREET ANO IfTILITY IMPROVEMENTS FAX {612) 89U-834b ` S:A.P. 2U8-1QG-05 G11Y PROdECT N0. 194 C1TY CONIRACT N0. 1989-5 for the CITY OF ROSEMOUNT, MINNESOTA MORK COMPLETED ITEM SPEC. CONTRACT TH15 AM�UNT TOTAL TO QATE N0. N0. ITEM �UANTITY UNiT UNIT PRIEE TOTAL PR10E 11UNTH TNIS MDNTH BUAHTTTY TOTAL PRICE 1) F. 6 I. Sodd}ng, Type 6, Erosion Control Sod 5640 5.Y. 1.85 SU,3b4.00 Sll5 9,573.75 51)5 9,573.75 2) f. & I. Fiber Blanket, Type Regular 1U0fl0 5.Y 1,25 12,540.00 9740 5,300.00 4240 5,300.04 3) DELETE Seeding 1.2 Ac. 650.00 -7B0:00 Total S 22,084:00 S 1�,813.75 f 14,873.75 'age i of i - 4305