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HomeMy WebLinkAbout[04c] Pay Application PP CITY OPst"Ht Council Agenda Item 4(c) MEETING DATE: July 1,2019 AGENDA ITEM: Application for payment: Requested Action: Authorize the Mayor to execute pay application#4 for the MN Street W(CSAH 2)trail project and authorize payment to RL Larson in the amount of$313,285.44. SUBMITTED BY: Engineering BOARD/COMMISSION/COMMITTEE RECOMMENDATION: N/A PREVIOUS COUNCIL ACTION: City Council awarded the MN Street W(CSAH 2)trail project to R.L. Larson in the amount of$1,172,953.71. BACKGROUND INFORMATION: S.E.H. reviewed the invoices submitted for the trail project and recommend approval of Pay Application No. 4 for work through May 31, 2019. BUDGET/FISCAL IMPACT: $313,285.44 ATTACHMENTS: Request for Council Action—Minnesota Street W Trail Payment Pay Application No.4 REQUESTED COUNCIL ACTION: Authorize the Mayor to execute pay application#4 for the MN Street W(CSAH 2)trail project and authorize payment to RL Larson in the amount of$313,285.44. APPLICATION FOR PAYMENT NO.4 CONTRACTOR FOR: MINNESOTA STREET(CSAR 2)TRAIL PROJECT NO. STJOE 139579 SP NO. 233-090-001;MN PROJ.NO.TA 3318(098) AGREEMENT DATE: 9/6/2018 OWNER CITY OF ST.JOSEPH,MN CONTRACTOR R.L.LARSON EXCAVATING,INC. FOR WORK ACCOMPLISHED THROUGH: 6/18/2019 I CONTRACT 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 0.20 $28,000.00 0.95 $133,000.00 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 $0.00 230.00 $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 94.00 $376.00 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 73.00 $219.00 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 $0.00 4.00 $500.00 13 2104.523 SALVAGE SIGN TYPE EACH $200.00 1.00 $200.00 $0.00 1.00 $200.00 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 1,000.00 $21,000.00 6,000.00 $126,000.00 16 2105.507 MUCK EXCAVATION CU YD $4.00 7,752.00 $31,008.00 $0.00 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 $0.00 11,270.72 $123,977.92 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 $0.00 75.00 $33.75 22 2112.501 SUBGRADE PREPARATION ROAD STA $150.00 50.96 $7,644.00 50.96 $7,644,00 50.96 $7,644.00 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 1,524.00 $48,768.00 1,524.00 $48,768.00 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 $0.00 17.00 $15,725.00 30 2501.515 24"RC PIPE APRON EACH $1,335.00 4.00 $5,340.00 $0.00 4.00 $5,340.00 31 2501.515 30"RC PIPE APRON EACH $1,580.00 1.00 $1,580.00 $0.00 1.00 $1,580.00 32 2501.515 36"RC PIPE APRON EACH $2,055.00 2.00 $4,110.00 $0.00 1.00 $2,055.00 33 2501.602 TRASH GUARD FOR 15"PIPE EACH $625.00 17.00 $10,625.00 $0.00 17.00 $10,625.00 APRON 34 2501.602 TRASH GUARD FOR 24"PIPE EACH $1,610.00 4.00 $6,440.00 $0.00 4.00 $6,440.00 APRON ° 35 2501.602 TRASH GUARD FOR 30"PIPE EACH $1,880.00 1.00 $1,880.00 $0.00 1.00 $1,880.00 APRON 36 2501.602 TRASH GUARD FOR 36"PIPE EACH $2,525.00 2.00 $5,050.00 $0.00 1.00 $2,525.00 APRON 1 APPLICATION FOR PAYMENT NO.4 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: 6/18/2019 • CONTRACT THIS PAYMENT WORK TO DATE ITEM MNDOT DESCRIPTION UNIT UNIT COST QUANTITY I AMOUNT QUANTITY I AMOUNT QUANTITY I AMOUNT 37 2502.521 10"PE PIPE DRAIN LIN FT $80.00 8.00 $640.00 $0.00 7.00 $560.00 (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 $0.00 273.00 $12,831.00 3006 CLASS V 40 2503.541 24"RC PIPE SEWER DESIGN LIN FT $63.00 167.00 $10,521.00 $0.00 149.00 $9,387.00 3006 CLASS III 41 2503.541 30"RC PIPE SEWER DESIGN LIN FT $87.00 65.00 $5,655.00 $0.00 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 $0.00 32.00 $3,776.00 3006 CLASS III 43 2503.602 CONNECT TO EXISTING EACH $450.00 6.00 $2,700.00 $0.00 5.00 $2,250.00 STORM SEWER 44 2504.602 ADJUST HYDRANT EACH $2,000.00 1.00 $2,000.00 $0.00 1.00 $2,000.00 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 $0.00 2.00 $5,000.00 STRUCTURE DESIGN 48-4020 47 2506.502 CONSTRUCT DRAINAGE EACH $3,930.00 2.00 $7,860.00 $0.00 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 3,917.00 $29,377.50 3,917.00 $29,377.50 51 2531.501 CONCRETE CURB& LIN FT $32.00 251.00 $8,032.00 271.00 $8,672.00 271.00 $8,672.00 GUTTER,DESIGN B618 52 2531.618 TRUNCATED DOMES SQ FT $52.00 326.00 $16,952.00 20.00 $1,040.00 20.00 $1,040.00 53 2545.511 LIGHTING UNIT TYPE EACH $4,200.00 18.00 $75,600.00 18.00 $75,600.00 18.00 $75,600.00 SPECIAL 54 2545.515 LIGHT FOUNDATION DESIGN EACH $710.00 18.00 $12,780.00 18.00 $12,780.00 18.00 $12,780.00 E MODIFIED 55 2545.523 2"NON-METALLIC CONDUIT LIN FT $4.20 7,200.00 $30,240.00 7,187.00 $30,185.40 7,187.00 $30,185.40 56 2545.523 2"NON-METALLIC CONDUIT LIN FT $11.75 600.00 $7,050.00 379.00 $4,453.25 379.00 $4,453.25 (DIRECTIONAL BORE) 57 2545.531 UNDERGROUND WIRE 1 LIN FT $1.30 8,700.00 $11,310.00 8,675.00 $11,277.50 8,675.00 $11,277.50 COND NO 4 58 2545.531 UNDERGROUND WIRE 1 LIN FT $0.80 8,700.00 $6,960.00 8,675.00 $6,940.00 8,675.00 $6,940.00 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 GOND NO 12 60 2545.541 SERVICE CABINET EACH $4,600.00 1.00 $4,600.00 1.00 $4,600.00 1.00 $4,600.00 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 1.00 $924.00 1.00 $924.00 63 2545.553 HANDHOLE EACH $825.00 4.00 $3,300.00 4.00 $3,300.00 4.00 $3,300.00 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 0.30 $3,000.00 0.70 $7,000.00 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 0.50 $23,000.00 0.50 $23,000.00 FLASHER SYSTEM"A" 70 2565.616 PEDESTRIAN CROSSWALK SYS $18,425.00 1.00 $18,425.00 0.50 $9,212.50 0.50 $9,212.50 FLASHER SYSTEM"B" 71 2572.602 TREE PRUNING EACH $70.00 6.00 $420.00 $0.00 1.00 $70.00 72 2573.502 SILT FENCE TYPE MS LIN FT $2.00 6,275.00 $12,550.00 $0.00 4,513.00 $9,026.00 2 APPLICATION FOR PAYMENT NO.4 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: 6/18/2019 CONTRACT THIS PAYMENT WORK TO DATE ITEM .MNDOT . ...DESCRIPTION UNIT UNIT COST. QUANTITY AMOUNT QUANTITY .AMOUNT I QUANTITY i AMOUNT 73 2573.53 STORM DRAIN INLET EACH $125.00 26.00 $3,250,00 $0.00 14.00 $1,750.00 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 2573,535 STABILIZED CONSTRUCTION LUMP SUM $1,000.00 1.00 $1,000.00 $0.00 0.00 $0.00 EXIT 76 2574.508 FERTILIZER TYPE 3 POUND $0.65 1,576.00 51.024.40 50,00 0,00` 50.00 77 2574.525 COMMON TOPSOIL BORROW CU YD $0.01 3,583.00 $35.83 $0.00 1.500.00 i $15.00 (LV) 78 2574.525 FILTER TOPSOIL BORROW CU YD $25.00 330.00 $8,250.00 $0.00 0.00 i $0.00 (LV) 79 2575.501 SEEDING ACRE $160.00 4.50 5720.00 $0.00 0.00 $0.00 80 2575.501 SEEDING(TEMPORARY) ACRE 5165.00 4.50 $742,50 $0.00 0.00 50,00 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 $3.60 235.00. $846.00 $0,00 0.00 $0.00 83 2575.502 SEED MIXTURE 21-111 POUND $0.65 450.00 $292.50 $0.00 0.00 $0.00 84 2575.523 EROSION CONTROL SO YD $1.10 10,925.00 $12,017.50 50.00 0.00 1 $0.00 BLANKETS CATEGORY 3 85 2575.56 HYDRAULIC REINFORCED POUND $2.00 2,281.00 $4,562.00 50,00 0.00` $0.00 FIBER MATRIX 86 2575.56 HYDRAULIC BONDED FIBER POUND $1.00 17,060.00 $17,060.00 $0.00 0.00 $0.00 MATRIX 87 2582.501 PAVT MSSG EPDXY SO FT $6.10 200.00 $1,220.00 $0.00 0.00 I $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 50.00 0.00. $0.00 TOTAL ITEMS BID $1,172,953.71 . $329,774.15 - $800,574.82 SUMMARY • ) TOTAL ITEMS BID $1,172,953.71 $329,774.15 r $800,574.82 CHANGE ORDER _ TOTAL $1,172,953.71 - $329,774.15 $800,574.82 The undersigned Contractor certifies that all previous payments received from the Owner forwadt done under this contract Gross Amount Due $800,574.82 have been applied to discharge in full all oirhgagons the Contractor incurred in connection with the work covered Less Retainage(5%) $40,028.74 by said progress payments.The undersigned Contractor agrees to pay all subcontractors within 10 days of receipt of payment from the municipality for undisputed services provided by the subcontractor.The Contractor agrees to Amount Eligible to Date $760,546.08 Fay interest as described under t.finnesofe stale statute.In accordance vmh Minnesota Uniform Transaction Act an Less Previous Payments S214 7,260.'34 electronic signature on this document is binding and afforded the same effect as it the document was signed by hand. Amount Due This Application $313,285.44 f SUBMITTED R.L.LARSON EXCAVATING.INC. 2255 12TH STREET SE -77 -.-..-----' r �j ST.CLOUD,MN 56304 BY: `� DATE; 4/^ � l sss RECOMMENDED SEH PO BOX 1717 (� /� ST.CLOUD,MN 56302-1717 By: tj �k C4 DATE: 06/20/19 APPROVED CITY OF ST.JOSEPH l/lJ 75 CALLAWAY STREET EAST ST.JOSEPH,MN 56374 BY: DATE: 3