Loading...
HomeMy WebLinkAbout[04d] Pay Application #6 Council Agenda Item 4d MEETING DATE: September 5, 2019 AGENDA ITEM: Pay Application #6 – Requested Action: Authorize the Mayor to execute Pay Application #6 for the MN Street Trail and authorize payment to RL Larson Excavating, Inc. in the amount of $90,234.46. SUBMITTED BY: Engineering BOARD/COMMISSION/COMMITTEE RECOMMENDATION: PREVIOUS COUNCIL ACTION: Approved Pay Application #5 BACKGROUND INFORMATION: BUDGET/FISCAL IMPACT: $90,234.46 ATTACHMENTS: Request for Council Action – Pay Application #6 Pay Application REQUESTED COUNCIL ACTION: Authorize the Mayor to execute Pay Application #6 for the MN Street Trail and authorize payment to RL Larson Excavating, Inc. in the amount of $90,234.46. APPLICATION FOR PAYMENT NO.6 CONTRACTOR FOR: MINNESOTA STREET(CSAH 2)TRAII PROJECT NO. STJOE138579 SP NO. 233-090-001;MN PROJ.NO.TA 3318(098) A(iREEMENT DATE: 9/6/2018 OWNER CIN OF ST.JOSEPH,MN CONTRACTOR R.L.LARSON EXCAVATING,INC. FOR WORK ACCOMPLISHED THROUGH: 8/9/2019 CONTRACT THIS PAYMENT WORK TO DATE ITEM MNDOT DESCRIPiION UNIT UNIT COST QUANTITY AMOUNT CUANTITY AMOUNT QUAN7ITY AMOUNT BASE&D 1 2027.501 MOBILIZATION LUMP SUM 3140.000.00 1.00 5140,000•00 0.05 i7,000.00 7.00 5140,000.00 2 2101.502 CLEARINC, TREE 5250.00 13.00 53,250.00 50.00 19.00 t1,750.00 3 2101.507 GRUBBING TREE 5150.00 73.00 51,950.00 i0.00 19.00 52,650.00 4 2107.511 CLEARING 6 GRUBBING LUMP SUM 5600.00 1.00 5600.00 50.00 7.00 E600.00 BUSHES 5 2104.501 REMOVE FENCE LIN FT 53.00 207.00 5621.00 50.00 230.00 5690.00 6 2104.507 REMOVE WOOD EDGER LIN FT 55.00 98.00 5490.00 E0.00 0.00 E0.00 7 2104.505 REMOVE BITUMINOUS S�YD 54.00 366.00 51,464.00 50.00 321.70 51,286.80 PAVEMENT 8 2104.507 REMOVE RIPRAP CU YD 520.00 20.00 5400.00 50.00 0.00 i0.00 9 2104.517 SAIMNG CONCRETE LIN FT E10.00 6.00 560.00 50.00 0.00 50.00 PAVEMENT(FULL DEPTH) 10 2104.513 SAWING BITUMINOUS LIN FT 53.00 213.00 5639.00 50.00 318.50 5955.50 PAVEMENT(FULL DEPTH) 11 21 W.521 SALVAGE PIPE CULVERT LIN FT 515.00 58.00 5670.00 34.00 5510.00 34.00 5510.00 12 2104.523 SALVAGE PIPE APRON EACH 5125.00 7.00 5875.00 50.00 4.00 5500.00 13 2104.523 SALVAC�E SIGN TYPE EACH 5200.00 1.00 5200.00 50.00 1.00 5200.00 SPECIAL 14 2104.523 SALVAGE UGFfTING UNIT EACH 5250.00 1.00 5250.00 50.00 1.00 5250.00 15 2105.501 COMMON EXCAVATION(P) CU YD 521.00 6,425.00 5134,925.00 50.00 6,425.00 5131,825.00 16 2105.507 MUCK EXCAVATION CU YD 54.00 7,752.00 531,008.00 50.00 4,19�.00 516,776.00 17 2105.521 GRANULAR BORROW(C� CU YD 30.01 7,138.00 571.38 50.00 0.00 50.00 18 2105.522 SELECT GRANULAR CU YD 511.00 14,457.00 E159,027.00 50.00 17,270.72 St23,977.92 BORROW(C� 19 2105.533 SALVAGE AGGREGATE(L1n CU YD 510.00 43.00 5430.00 f0.00 0.00 50.00 20 2105.602 GRAVEL ENTRfWCE SQ YD 57.25 140.00 51,015.00 74.00 5536.50 71.00 5536.50 RESTORATION 21 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD 50.45 12,050.00 55,422.50 50.00 75.00 533.75 22 2112.507 SUBGRADE PREPARATION ROAD STA 5150.00 50.96 57,64{.00 50.00 50.96 57,64�.00 23 2123.61 STREET SWEEPER(VNTH HOUR 5125.00 5.00 5625.00 50.00 0.00 =0.00 PICKUP BROOM) 24 2211.503 AGGREGATE BASE(C� CU YD E32.00 1,524.00 548,768.00 50.00 1,524.00 548,768.00 CLASS 5(P) 25 1211.503 AGGREGATE BASE(L� CU YD 522.00 300.00 56,600.00 f0.00 117.00 52,574.00 CLASS 5 26 2355.502 BITUMINOUS MATERIAL FOR GAL y1.25 529.00 52,248.25 529.00 52,248.25 529.00 52,218.25 FOG SEAL 27 2360.501 TYPE SP 9.5 WEARING TON 595.00 673.00 563,935.00 f0.00 685.88 565,158.60 COURSE MIX(2,C) 28 2360.503 TYPE SP 9.5 VVEARING SQ YD 537.00 277.00 570,249.00 i0.00 136.00 E5,032.00 COURSE MIX(2,C)3"THICK 29 2501.515 15"RC PIPE APRON EACH 5925.00 17.00 515,725.00 f0.00 17.00 515,725.00 30 2501.515 24"RC PIPE APRON EACH 51,335.00 4.00 55,340.00 50.00 4.00 55,340.00 31 2501.575 30"RC PIPE APRON EACH 51,560.00 1.00 51.580.00 50.00 7.00 51,580.00 32 2501.515 36"RC PIPE APRON EACH 52,055.00 2.00 54,110.00 i0.00 1.00 E2,055.00 33 2501.602 TRASH GUARD FOR 15"PIPE EACH 5625.00 17.00 510,625.00 50.00 17.00 510,625.00 APRON 34 2501.602 TRASH GUARD FOR 24"PIPE EACH 31,610.00 4.00 $6,440.00 E0.00 4.00 f6,440.00 APRON 35 2501.602 TRASH GUARD FOR 30"PIPE EACH 51,880.00 1.00 51,880.00 t0.00 1.00 51,880.00 APRON 36 2507.602 TRASH GUARD FOR 36'PIPE EACH 52,525.00 2.00 55,050.00 50.00 1.00 52,525.00 APRON 37 2502.521 10"PE PIPE DRAIN LIN FT s80.00 8.00 5640.00 50.00 7.00 5560.00 (SMOOTH) 1 APPLICATION FOR PAYMENT NO.6 CONTRACTOR FOR: MINNESOTA STREET(CSAH 2)TRNL PROJECT NO. STJOE 139579 SP NO. 233-090-001;MN PROJ.NO.TA 3318(098) AGREEMENT DATE: 9l6/2018 OWNER CITY OF ST.JOSEPH,MN CONTRACTOR R.L.LARSON EXCAVATING,INC. FOR WORK ACCOMPLISHED THROUGH: B/9l2018 CONTRACT THIS PAYMENT WORK TO DATE ITEM MNDOT DESCRIPTiON UNIT UNIT COST QUANi1TY AMOUNT QUANi11Y AMOUNT QUAN7ITY AMOUNT 38 2502.527 15"CM PIPE DRAIN LIN FT 536.00 59.00 52,124.00 E0.00 0.00 50.00 39 2503.541 15"RC PIPE SEWER DESIGN LIN FT 547.00 386.00 518,142.00 50.00 273.00 512,831.00 3006 CLASS V 40 2503.541 24"RC PIPE SEWER DESIGN LIN FT 563.00 167.00 510,521.00 i0.00 149.00 E9,387.00 3006 CLASS III - 41 2503.541 30"RC PIPE SEWER DESIGN LIN FT 567.00 65.00 55,655.00 50.00 59.00 55,133.00 3006 CLASS III 42 2503.541 36'RC PIPE SEWER DESIGN LIN FT S118.00 46.00 55,428.00 50.00 32.00 53,776.00 3006 CLASS III 43 2503.602 CONNECT TO EXISTING EACH 5450.00 6.00 52.700.00 50.00 5.00 52,250.00 STORM SEWER 44 25W.602 ADJUST HYDRANT EACH 52,000.00 1.00 52,000.00 50.00 1.00 52,000.00 45 2505.602 ADJUST GAS VALVE EACH 5300.00 1.00 5300.00 50.00 0.00 50.00 46 2506.502 CONSTRUCT DRAINAGE EACH 52,500.00 2.00 55,000.00 50.00 2.00 E5,000.00 STRUCTURE DESIGN 46-4020 47 2506.502 CONSTRUCT DRAINAGE EACH 53,930.00 2.00 57,860.00 50.00 2.00 E7,860.00 STRUCTURE DESIGN 60-4020 48 2514.503 STABILIZED AGGREGATE SQ YD 56.00 142.00 5852.00 45.00 5270.00 45.00 5270.00 SLOPE PAVING 49 2575.507 ARTICULATED BLOCK MAT SQ YD 580.00 130.00 510,400.00 50.00 116.60 59,328.00 OPEN CELL TYPE C 50 2521.501 6'CONCRETE WALK SQ FT 57.50 5,970.00 544,775.00 (145 00� ($1,087.50) 5,950.60 54/,629.50 51 2531.501 CONCRETE CURB& LIN FT 532.00 251.00 58,032.00 50.00 271.00 58,672.00 GUTTER,DESIGN B618 52 2531.618 TRUNCATED DOMES SQ FT 552.00 326.00 S16,952.00 (20.00) ($1,040.00) 304.00 515,608.00 53 2545.511 LIGHIING UNIT TYPE EACH 54,200.00 18.00 E75,600.00 50.00 18.00 575,600.00 SPECIAL 54 2545.515 LIGHT FOUNDATION DESIGN EACH 5710.00 18.00 512.780.00 50.00 78.00 512,780.00 E MODIFIED 55 2545.523 2'NON-METALLIC CONDUIT LIN FT 5420 7,200.00 530,240.00 50.00 7,187.00 530,185.40 56 2545.523 2"NON-METALLIC CONDUIT LIN FT 511.75 600.00 57,050.00 50.00 379.00 54,45325 (DIRECTIONAL BORE) 57 2545.531 UNDERGROUND WIRE 1 LIN FT 31.30 8,700.00 E11,310.00 E0.00 8,675.00 511,277.50 COND NO 4 58 2545.531 UNDERGROUND WIRE 1 LIN FT i0.80 6,700.00 56,960.00 50.00 8,675.00 i6,940.00 COND NO 8 59 2545.531 UNDERGROUND VNRE 1 LIN FT 50.43 6,720.00 52,889.60 50.00 6,720.00 52,889.60 COND NO 12 60 2545.541 SERVICE CABINET EACH 54,600.00 1.00 54,600.00 50.00 1.00 54.600.00 61 2545.544 SERVICE E�UIPMENT EACH 52,950.00 1.00 E2,950.00 50.00 1.00 E2,950.00 62 2545.545 EQUIPMENT PAD EACH 5924.00 1.00 5924.00 50.00 1.00 5924.00 63 2545.553 HANDHOLE EACH 5825.00 4.00 E3,300.00 50.00 4.00 53,300.00 64 2545.602 INSTALL LIGHTING UNIT EACH 5380.00 1.00 5380.00 50.00 1.00 5380.00 65 2557.501 WIRE FENCE DESIGN LIN FT s46.25 800.00 537,000.00 794.00 536,722.50 794.00 E36,722.50 SPECIAL VINYL COATED 66 2563.601 TRAFFIC CONTROL LUMP SUM 570,000.00 1.00 510,000.00 0.10 51,000.00 1.00 510,000.00 67 2564.531 SIGN PANELS TYPE C SQ FT 590.00 160.00 514,400.00 183.00 516,470.00 183.00 516,470.00 68 2564.536 INSTALL SIGN PANEL EACH 580.00 17.00 51,360.00 16.00 51.280.00 77.00 57,360.00 69 2565.616 PEDESTRIAN CROSSWALK SYS 546,000.00 1.00 546,000.00 0.05 52,300.00 1.00 546,000.00 FLASHER SYSTEM"A" 70 2565.616 PEDESTRIAN CROSSWALK SYS 518,425.00 1.00 516,425.00 0.05 592125 1.00 518,425.00 FLASHER SYSTEM"B" 71 2572.602 TREE PRUNING EACH 570.00 6.00 5420.00 50.00 1.00 E70.00 72 2573.502 SILT FENCE TYPE MS LIN FT $2.00 6,275.00 572,550.00 7.00 514.00 4,520.00 59,040.00 73 2573.53 STORM DRAIN INLET EACH 5725.00 26.00 53,250.00 50.00 14.00 51,750.00 PROTECTION 74 2573.533 SEDIMENT CONTROL LOG LIN FT 53.10 400.00 51.240.00 28.00 E86.80 28.00 586.60 TYPE WOOD FIBER 2 APPLICATION FOR PAYMENT N0.6 CONiRACTOR FOR: MNNE80TA STR�T(C3/W�iRNI PROJEGT NO. STJOE 139579 SP NO. 233-090-007:NW PROJ.N0.TA 3378(OB8) AGFIEEME►fT QATE: YA2019 OWNER q7Y OF ST.JOSEPH,MN CONTRACTOR R L.LARSON IXCAVATIN(3.INC. FORYYORKACCOMPWHEDTHROUGH: NW201Y CONTRACT AYMENT WORK T! 17E11 1[�DOT DEdCRPTION U1�i UNT CO�T NT A AMOUNf 75 2673.636 STABIL�D CONSTRUCTION LUMP SUTA 51,000. 1.00 it.000.U0 f0.00 OA6 sp.OQ EXIT 76 2574.SOt FERTIUZERTYPE3 POUt�D i0.8 1,5T8.00 51,021A0 1.b00.00 i975.00 1.600.00 WJ5.00 n zs».sas coMt�ow roPsoi�Bow�ow cu� so.o� a.aes.00 xss.as so.00 o.00 w.00 �� n ssr�ass FurER rorsa�eoRRow cu w sxs.a ax.00 se�so.00 w.ao �ea.�o u,��.00 (L1n 70 2575.501 SEEqNG ACRE i760A 1.60 i7Z0.00 3.60 f576.00 9d0 :678.00 80 Z575.901 SEEqNG(fEMPORARYy ACRE �165. 4.60 f742.50 1.E0 i28A.00 1.E0 f284A0 e1 2575.502 SEEDMKfURE25-157 POUND x1.3 75.00 f25125 75.00 3251.25 75.00 f2b1.25 82 2575.502 SEED MIXTi1RE 25142 POUI� 53.6 235.00 f8�6.00 200.00 5720.00 206.00 5720.00 63 2673.502 SEED IAXTVRE 21-111 POUND s0-8 450.00 t24250 �0-OD O.OD 50.00 !1 YS75.SZ3 EROSION CONTROL SQ YD t1.7 10.825.00 f12.01T.b0 9.679.00 if0.a38.10 B,67t,00 t7d.838.10 SLANI�TS CA7EOORY S Bi 2b76.b8 IIYDRAUUC REII�ORCEQ POUN6 :2.00 2,201.00 f4.56200 i0.00 0.00 i0.00 FIBER IRA7RIX 60 2575.56 HYDFiAUUC BONQED FlBER PWND t1.00 17.080.00 i17,a90A0 5,7b0.00 i5,250.00 5,250.00 t5,250AQ MAl'RDC e7 2682.301 PAVT MSSG EPDXY 3Q FT a6.10 200.� 51,220.00 20R.00 f1,220.00 �00.00 51,220.00 86 2682.502 72'SOLID LINE EPDXY UN FT 51.10 110.06 i457.00 110.00 i461.00 170.00 i4b1.� 89 2582.503 CROSSWALK EPDXY SQ FT f1.10 7�AO.OQ f5,081.00 1,050.06 i4,30b.00 1,050,00 a4.905.00 i i mTw meMs e�o s,mx•saa, ��,.N216 :,,a�e,.�x ; � su�.�Nr��Nr wo.� YO I 2585.601 ISPECULL HANDHOIE EPuCH f803.25 4.00 53,213.00 i0.00 �.GO i3,213.00 TOTAL SA/1 :3,21a,00 f0.00 ,21100 s11PPLBIENTILL AGREFiEM NO.2 SOA 2821.501 COIJCRETEIM1IALK SQFT f7.80 1�5.00 S1,OB7.b0 145.00 i7,067.50 145.00 51.087.50 57A 2531.878 iRUNCATED DOMES SQ FT t52.00 YOAO S1.OW.OD 20.00 i1,010.00 20.00 S1,OIOAO 67A 25M.531 SIGN PANELS 7YPE C SQ FT 590.00 9.00 5810.00 9.00 Sa10.00 9.00 t81D.OQ 86A 2582.502 12"80LID UNE EPDXY Lr!FT 54.10 10.0� 5184.00 40.00 5184.00 10.� 5164.00 TOTAL SA i�2 �,101.60 i3,701.50 �,IOt.fO al11AMARY TOTAL ITEMS BID {1,172,iAS.71 fl1,MI.76 =1.OE6,lD6.t2 8UPPLEMENTAL AOREEMHYT N0.1 =S,21sA6 fO.OG f.1,21fA0 EIIPPLEMENTAL AOREEMBdT NQ 2 �701 101.60 101.60 TOTAL i1, ,26l.21 94, . .2 TM w�dm�ipn�d Conk�dor esN1a MM N pMMan pay�nls nc�M�d Rom tlr Wmv brwak doM m0�r tld�oorW�et GfOaf ARqIfH DW s1,065,Y69.72 Iw�b��n�ppGd b tli�drry�in�i.r anipnons w cone.cmr t�a�ma m wnn.aiw w�a m..wt mr.r.e le�s RaWrops(SX) f53.285.19 Oy ak PpO�w MY��.?M undralyn�d Cr�r�pw�b�ty d�uEca+Y�dort w11Mn 10 My�st naipt d prym�K tam tlu n�iYtlp�Rly Ior u�6�pNW arvier piwN�d by tln whcuswtr.fM Ca�k�uer qera b AmouM EMpbN to Deb t7 Al2�008.29 � pry Itbrwt u dranew wd�r Mirwda AM�blw.ln�oowdu�e�wMh Mlnerel�Wik�m Tmrdlan Aal,� LHi Prsvbut Pay�rwlo 5921 J71.I7 .i.am�.p�.�.o�IH�OoaMwilw Wndhp rtl�Ra�tl M nrm�fwt�ptlu dow��Kvw�NyNd by h�M. AmOurlt Dw This AppUCatlon fY0,234.46 � � SUBMTTED R.L.LARSON EXCAVATING,INC. � 2255 12TH STREET 3E 5T.CLOUD,MN 56304 BY: DATE: � RfC061MENDED SEH PO BOX l717 5T.CLOt�,MN 38302-1717 BY: DATE: 08�23��9 PPROVED CITY OF ST.JOSEPH 75 CAI..UIWAY ST'F�ET EAST ST.JOSEPH,MN 56574 BY: DATE: 3