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[04d] Pay Application
111 MT OF ST JosEnt Council Agenda Item [04d] MEETING DATE: December 3,2018 AGENDA ITEM: Pay Application—Request Action: Authorize the Mayor to execute Pay application 2 for the MN Street Trail,and authorize payment to RL Larson in the amount of$220,323.19. SUBMITTED BY: Engineering BOARD/COMMISSION/COMMITTEE RECOMMENDATION: N/A PREVIOUS COUNCIL ACTION: On November 5,2018 the City Council approved application for payment#1. BACKGROUND INFORMATION: S.E.H.reviewed the invoices submitted for the trail project and recommend approval of Pay Application No. 2 for work through November 12,2018. The pay application request represents 1%of the total project costs, less retainage. The payment is included in the bills payables. BUDGET/FISCAL IMPACT: $ 220,323.19 ATTACHMENTS: Request for Council Action—Minnesota Street W Trail Payment Pay Application No. 2 REQUESTED COUNCIL ACTION: Authorize the Mayor to execute Pay application 2 for the MN Street Trail,and authorize payment to RL Larson in the amount of$220,323.19. This page intentionally left blank APPLICATION FOR PAYMENT NO.2 CONTRACTOR FOR: MINNESOTA STREET(CSAH 2)TRAIL PROJECT NO. STJOE 139579 SP NO. 233-090-001;MN PROJ.NO.TA 3318(098) AGREEMENT DATE: 9/6/2018 OWNER CITY OF ST.JOSEPH,MN CONTRACTOR R.L.LARSON EXCAVATING,INC. FOR WORK ACCOMPLISHED THROUGH: 11/20/2018 PICONTRACT THIS PAYMENT WORK TO DATE ITEM MNDOT DESCRIPTION UNIT UNIT COST QUANTITY I AMOUNT , QUANTITY I AMOUNT , QUANTITY I AMOUNT BASE BID 1 2021.501 MOBILIZATION LUMP SUM $140,000.00 1.00 $140,000.00 0.50 $70,000.00 0.50 $70,000.00 2 2101.502 CLEARING TREE $250.00 13.00 $3,250.00 $0.00 19.00 $4,750.00 3 2101.507 GRUBBING TREE $150.00 13.00 $1,950.00 $0.00 19.00 $2,850.00 4 2101,511 CLEARING&GRUBBING LUMP SUM $600.00 1.00 $600.00 $0.00 1.00 $600.00 BUSHES 5 2104.501 REMOVE FENCE LIN FT $3.00 207.00 $621.00 230.00 $690.00 230.00 $690.00 6 2104.501 REMOVE WOOD EDGER LIN FT $5.00 98.00 $490.00 $0.00 0.00 $0.00 7 2104.505 REMOVE BITUMINOUS SQ YD $4.00 366.00 $1,464.00 $0.00 0.00 $0.00 PAVEMENT 8 2104.507 REMOVE RIPRAP CU YD $20.00 20.00 $400.00 $0.00 0.00 $0.00 9 2104.511 SAWING CONCRETE LIN FT $10.00 6.00 $60.00 $0.00 0.00 $0.00 PAVEMENT(FULL DEPTH) 10 2104.513 SAWING BITUMINOUS LIN FT $3.00 213.00 $639.00 $0.00 0.00 $0.00 PAVEMENT(FULL DEPTH) 11 2104.521 SALVAGE PIPE CULVERT LIN FT $15.00 58.00 $870.00 $0.00 0.00 $0.00 12 2104.523 SALVAGE PIPE APRON EACH $125.00 7.00 $875.00 3.00 $375.00 3.00 $375.00 13 2104.523 SALVAGE SIGN TYPE EACH $200.00 1.00 $200.00 $0.00 0,00 $0.00 SPECIAL 14 2104.523 SALVAGE LIGHTING UNIT EACH $250.00 1.00 $250.00 $0.00 0.00 $0.00 15 2105.501 COMMON EXCAVATION(P) CU YD $21.00 6,425.00 $134,925.00 1,200.00 $25,200.00 1,200.00 $25,200.00 16 2105.507 MUCK EXCAVATION CU YD $4.00 7,752.00 $31,008.00 4,194.00 $16,776.00 4,194.00 $16,776.00 17 2105.521 GRANULAR BORROW(CV) CU YD $0.01 7,138.00 $71.38 $0.00 0.00 $0.00 18 2105.522 SELECT GRANULAR CU YD $11.00 14,457.00 $159,027.00 5,491.40 $60,405.40 5,491.40 $60,405.40 BORROW(CV) 19 2105.533 SALVAGE AGGREGATE(LV) CU YD $10.00 43.00 $430.00 $0.00 0.00 $0.00 20 2105.602 GRAVEL ENTRANCE SQ YD $7.25 140.00 $1,015.00 $0.00 0.00 $0.00 RESTORATION 21 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD $0.45 12,050.00 $5,422.50 75.00 $33.75 75.00 $33.75 22 2112.501 SUBGRADE PREPARATION ROAD STA $150.00 50.96 $7,644.00 $0.00 0.00 $0.00 23 2123.61 STREET SWEEPER(WITH HOUR $125.00 5.00 $625.00 $0.00 0.00 $0.00 PICKUP BROOM) 24 2211.503 AGGREGATE BASE(CV) CU YD $32.00 1,524.00 $48,768.00 $0.00 0.00 $0.00 CLASS 5(P) 25 2211.503 AGGREGATE BASE(LV) CU YD $22.00 300.00 $6,600.00 $0.00 0.00 $0.00 CLASS 5 26 2355.502 BITUMINOUS MATERIAL FOR GAL $4.25 529.00 $2,248.25 $0.00 0.00 $0.00 FOG SEAL 27 2360.501 TYPE SP 9.5 WEARING TON $95.00 673.00 $63,935.00 $0.00 0.00 $0.00 COURSE MIX(2,C) 28 2360.503 TYPE SP 9.5 WEARING SQ YD $37.00 277.00 $10,249.00 $0.00 0.00 $0.00 COURSE MIX(2,C)3"THICK 29 2501.515 15"RC PIPE APRON EACH $925.00 17.00 $15,725.00 3.00 $2,775.00 3.00 $2,775.00 30 2501.515 24"RC PIPE APRON EACH $1,335.00 4.00 $5,340.00 4.00 $5,340.00 4.00 $5,340.00 31 2501.515 30"RC PIPE APRON EACH $1,580.00 1.00 $1,580.00 1.00 $1,580.00 1.00 $1,680.00 32 2501.515 36"RC PIPE APRON EACH $2,055.00 2.00 $4,110.00 1.00 $2,055.00 1.00 $2,055.00 33 2501.602 TRASH GUARD FOR 15"PIPE EACH $625.00 17.00 $10,625.00 3.00 $1,875.00 3.00 $1,875.00 APRON 34 2501.602 TRASH GUARD FOR 24"PIPE EACH $1,610.00 4.00 $6,440.00 4.00 $6,440.00 4.00 $6,440.00 APRON 35 2501.602 TRASH GUARD FOR 30"PIPE EACH $1,880.00 1.00 $1,880.00 1.00 $1,880.00 1.00 $1,880.00 APRON 36 2501.602 TRASH GUARD FOR 36"PIPE EACH $2,525.00 2.00 $5,050.00 1.00 $2,525.00 1.00 $2,525.00 APRON 1 APPLICATION FOR PAYMENT NO.2 CONTRACTOR FOR: MINNESOTA STREET(CSAH 2)TRAIL PROJECT NO. STJOE 139579 SP NO. 233-090-001;MN PROD.NO.TA 3318(098) AGREEMENT DATE: 9/6/2018 OWNER CITY OF ST.JOSEPH,MN CONTRACTOR R,L.LARSON EXCAVATING,INC. FOR WORK ACCOMPLISHED THROUGH: 11/20/2018 CONTRACT THIS PAYMENT WORK TO DATE ITEM MNDOT DESCRIPTION UNIT I UNIT COST QUANTITY I AMOUNT QUANTITY 1 AMOUNT QUANTITY I AMOUNT 37 2502.521 10"PE PIPE DRAIN LIN FT $80.00 8.00 $640.00 $0.00 0.00 $0.00 (SMOOTH) 38 2502.521 15"CM PIPE DRAIN LIN FT $36.00 59.00 $2,124.00 $0.00 0.00 $0.00 39 2503.541 15"RC PIPE SEWER DESIGN LIN FT $47.00 386.00 $18,142.00 71.00 $3,337.00 71.00 $3,337.00 3006 CLASS V 40 2503.541 24"RC PIPE SEWER DESIGN LIN FT $63.00 167.00 $10,521.00 149.00 $9,387.00 149.00 $9,387.00 3006 CLASS III 41 2503.541 30"RC PIPE SEWER DESIGN LIN FT $87.00 65.00 $5,655.00 59.00 $5,133.00 59.00 $5,133.00 3006 CLASS III 42 2503.541 36"RC PIPE SEWER DESIGN LIN FT $118.00 46.00 $5,428.00 24.00 $2,832.00 24.00 $2,832.00 3006 CLASS III 43 2503,602 CONNECT TO EXISTING EACH $450.00 6.00 $2,700.00 3.00 $1,350.00 3.00 $1,350.00 STORM SEWER 44 2504.602 ADJUST HYDRANT EACH $2,000.00 1.00 $2,000.00 $0.00 0.00 $0.00 45 2505.602 ADJUST GAS VALVE EACH $300.00 1.00 $300.00 $0.00 0.00 $0.00 46 2506.502 CONSTRUCT DRAINAGE EACH $2,500.00 2.00 $5,000.00 1,00 $2,500.00 1.00 $2,500,00 STRUCTURE DESIGN 48-4020 47 2506.502 CONSTRUCT DRAINAGE EACH $3,930.00 2.00 $7,860.00 2.00 $7,860.00 2.00 $7,860.00 STRUCTURE DESIGN 60-4020 48 2514.503 STABILIZED AGGREGATE SQ YD $6.00 142.00 $852.00 $0.00 0.00 $0.00 SLOPE PAVING 49 2515.501 ARTICULATED BLOCK MAT SQ YD $80.00 130.00 $10,400.00 $0.00 0.00 $0.00 OPEN CELL TYPE C 50 2521.501 6"CONCRETE WALK SQ FT $7.50 5,970.00 $44,775.00 $0.00 0.00 $0.00 51 2531.501 CONCRETE CURB& LIN FT $32.00 251.00 $8,032.00 $0.00 0.00 $0.00 GUTTER,DESIGN B618 52 2531.618 TRUNCATED DOMES SQ FT $52.00 326.00 $16,952.00 $0.00 0.00 $0.00 53 2545.511 LIGHTING UNIT TYPE EACH $4,200.00 18.00 $75,600.00 $0.00 0.00 $0.00 SPECIAL 54 2545.515 LIGHT FOUNDATION DESIGN EACH $710.00 18.00 $12,780.00 $0.00 0.00 $0.00 E MODIFIED 55 2545.523 2"NON-METALLIC CONDUIT LIN FT $4.20 7,200.00 $30,240.00 $0.00 0.00 $0.00 56 2545.523 2"NON-METALLIC CONDUIT LIN FT $11.75 600.00 $7,050.00 $0.00 0.00 $0.00 (DIRECTIONAL BORE) 57 2545.531 UNDERGROUND WIRE 1 LIN FT $1.30 8,700.00 $11,310.00 $0.00 0.00 $0.00 COND NO 4 58 2545.531 UNDERGROUND WIRE 1 LIN FT $0.80 8,700.00 $6,960.00 $0.00 0.00 $0.00 COND NO 8 59 2545.531 UNDERGROUND WIRE 1 LIN FT $0.43 6,720.00 $2,889.60 $0.00 0.00 $0.00 COND NO 12 60 2545.541 SERVICE CABINET EACH $4,600.00 1.00 $4,600.00 $0.00 0,00 $0.00 61 2545.544 SERVICE EQUIPMENT EACH $2,950.00 1.00 $2,950.00 $0.00 0,00 $0.00 62 2545.545 EQUIPMENT PAD EACH $924.00 1.00 $924.00 $0.00 0.00 $0.00 63 2545.553 HANDHOLE EACH $825.00 4.00 $3,300.00 $0.00 0.00 $0.00 64 2545.602 INSTALL LIGHTING UNIT EACH $380.00 1.00 $380.00 $0.00 0.00 $0.00 65 2557.501 WIRE FENCE DESIGN LIN FT $46.25 800.00 $37,000.00 $0.00 0,00 $0.00 SPECIAL VINYL COATED 66 2563.601 TRAFFIC CONTROL LUMP SUM $10,000.00 1.00 $10,000.00 0.15 $1,500.00 0.15 $1,500.00 67 2564.531 SIGN PANELS TYPE C SQ FT $90.00 160.00 $14,400.00 $0.00 0.00 $0.00 68 2564.536 INSTALL SIGN PANEL EACH $80.00 17.00 $1,360.00 $0.00 0.00 $0.00 69 2565.616 PEDESTRIAN CROSSWALK SYS $46,000.00 1.00 $46,000.00 $0.00 0.00 $0.00 FLASHER SYSTEM"A" 70 2565.616 PEDESTRIAN CROSSWALK SYS $18,425.00 1.00 $18,425.00 $0.00 0.00 $0.00 FLASHER SYSTEM"B" 71 2572.602 TREE PRUNING EACH $70,00 6.00 $420.00 1.00 $70.00 1,00 $70.00 72 2573.502 SILT FENCE TYPE MS LIN FT $2.00 6,275.00 $12,550.00 $0.00 1,278.00 $2,556.00 2 APPLICATION FOR PAYMENT NO.2 CONTRACTOR FOR MINNESOTA STREET(CSAR 2)TRAIL PROJECT NO. STJOE 139579 SP NO. 233-090-001;MN PROJ.NO.TA 3318(098) AGREEMENT DATE: 9/812018 OWNER CITY OF ST.JOSEPH.MN CONTRACTOR R.L.LARSON EXCAVATING,INC. FOR WORK ACCOMPLISHED THROUGH: 11/20/2016 CONTRACT THIS PAYMENT WORK TO DATE ITEM MNDOT DESCRIPTION UNIT UNIT COST QUANTITY J AMOUNT QUANTITY i AMOUNT , QUANTITY 1 AMOUNT 73 2573.53 STORM DRAIN INLET EACH $125.00 26.00 $3,250.00 $0.00 0.00 $0.00 PROTECTION 74 2573.533 SEDIMENT CONTROL.LOG LIN FT $3.10 400.00 $1,240.00 $0.00 0.00 $0.00 TYPE WOOD FIBER 75 2573.635 STABILIZED CONSTRUCTION LUMP SUM 11,000.00 1.00 $1,000.00 $0.00 0.00 $0.00 EXIT 76 2574.508 FERTILIZER TYPE 3 POUND 1 .65 1,576.00 $1,024.40 $0.00 0.00 $0.00 77 2574.525 COMMON TOPSOIL BORROW CU YD $0.01 3,583.00 $35.83 $0.00 0.00 $0.00 (LV) 78 2574325 FILTER TOPSOIL BORROW CU YD $25.00 330.00 $8,250.00 $0.00 0.00 $0.00 (LV) 79 2575.501 SEEDING ACRE $180.00 4.50 $720.00 $0.00 0.00 $0,00 80 2575.501 SEEDING(TEMPORARY) ACRE $185.00 4.50 $742.50 $0.00 0.00 60.00 1.- 81 2575.502 SEED MIXTURE 25-151 POUND $3.35 75.00 $251.25 $0.00 0.00 $0.00 82 2575.502 SEED MIXTURE 25-142 POUND $3.80 235.00 5846.00 30.00 0.00 6000 83 2575.502 SEED MIXTURE 21-111 POUND $0.65 450.00 $292.50 $0.00 0.00 60.00 84 2575.523 EROSION CONTROL SQ YD $1.10 10,925.00 $12,017.50 $0.00 0.00 $0.00 BLANKETS CATEGORY 3 85 2575.58 HYDRAULIC REINFORCED POUND $2.00 2,281.00 $4,562.00 $0.00 0.00 $0.00 FIBER MATRIX 86 2575.56 HYDRAULIC 80NDED FIBER POUND $1.00 17,060.00 617,080.00 $0.00 0.00 10.00 MATRIX 87 2582.501 PAVT MSSG EPDXY SQ FT $6.10 200.00 $1,220.00 50.00 0.00 $0.00 88 2582.502 12"SOLID LINE EPDXY LIN FT $4.10 110.00 $451.00 $0.00 0.00 $0.00 89 2582.503 CROSSWALK EPDXY SQ FT $4.10 1,240.00 $5,084.00 $0.00 0.00 $0.00 . TOTAL ITEMS BID $1,172,983.71 $231,919.15 $242,576.15 SUMMARY TOTAL ITEMS BID $1,172,953.71 $231,919.15 $242,575.18 CHANGE ORDER TOTAL $1,172,953.71 231,919.15 $242,815.15 The undenlgnd Contractor wales Met el pavlova Dormant&received from Me owner for work dare under Mia connect Groes Amount Dub $242,675.15 neve been applied to decamp In In as obligations the Connector urwned to connection with the wont covered Lees Retainage(516) $12,133.75 weed progress payments.The undersigned Contractor egress to pay se subconlreolors rattan 10 days of receipt . of payment from the mrnidpsity kr undisputed services provlded by the eubocrerador.The Contractor agrees to Amount ENg9la10 Date $230,541.39 pay Interest es described under Minnesota;tate statute.In accordance aldr Minnesota Uniform Transaction Ac,an Leas Previous Payments $10,218.20 electronic*mature on this dot,arr et Is binding and afforded the some effect as nate document was Biped by hand. Amount Due This Application $220,323.19 r SUBMITTED R.L.LARSON EXCAVATING.INC. f 2255 12TH STREET SE / ST.CLOUD,MN 56304 BY: �� DATE: ///2L.....,,/,/�� RECOMMENDED SEN PO BOX 1717 ST.CLOUD,MN 56302-1717 BY: DATE: ��27��8 APPROVED CITY OF ST.JOSEPH 75 CALLAWAY STREET EAST ST.JOSEPH,MN 58374 BY: DATE: 3