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[04f] Pay App #6 - 2016 Field Street Improvements
gvJZ3 � � CITY or S'i:.iosE PR MEETING DATE: AGENDA ITEM: SUBMITTED BY: Council Agenda Item 4f August 7, 2017 2016 Field Street Improvements Randy Sabart BOARD/COMMISSION/COMMITTEE RECOMMENDATION: PREVIOUS COUNCIL ACTION: Application for Payment No. 5 BACKGROUND INFORMATION: Included with the attached application for payment is Work Order No. 2 which addressed the following requested change. • In order to improve ease of boulevard maintenance between the curb and gutter and the street lights, Engineer determined it will be necessary construct twenty-six triangular concrete pads between the light base and back of curb. BUDGET/FISCAL IMPACT: $336,652.20 (including Work Order No. 2) ATTACHMENTS: Work Order No. 2 and Application for Payment No. 6 REQUESTED COUNCIL ACTION: Approve Work Order No. 2 and Application for Payment No. 6 STATE AID FOR LOCAL TRANSPORTATION Rey ,July 2014 WORK ORDER FOR MINOR EXTRA, WORK Page 1 of 1 SAP 233-108-002 Minn. Proj. No. } WO No. 2 Project Location: St. Joseph, MN Local Agency: City of St, Joseph Contractor. Douglas -Kerr Underground, LLC Address/City/State/Zip: P© Box 85, Mora, MN 55051-0085 Total Work Order Amount $ 2,860.00 Local Project No. STJOE 135124 Contract No, In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the work as altered by the following provisions. In order to improve ease of boulevard maintenance between the curb and gutter and the street lights, Engineer determined it will be necessary construct twenty-six triangular concrete pads between the light base and back of curb. (Describe work and justification for work order. See sample language at http:llwww.dot.state.mn.us/stareaid/construciionlfor ns/contractlChan4eOrderSamAleLanguage.doc) Estimate Of Cost: (Include any increases or decreases in contract items, any negotiated or force account items.) *'Group/Fu nding + or + or — Category Item No. Description Unit Unit Price Quantity Amount $ 1 2521,501 6" CONCRETE SQ FT $5.55 506.20 $2,860.00 WALK Net Change this Work Order $2,860.00 "Group/Funding category is required for Federal Aid projects Group 1 S.A.P. 233-108002 OK MnDOT OCIC TFS 08/02/17 Due to this change, the contract time: (check one) ( X } Is NOT changed ( ) May be revised as provided in Mn1DOT Specification 1806 { } Is increased by Working Days ( } Is increased by Calendar Days ( } Is Decreased by Working Days [ } Is Decreased by Calendar Days Approved by Project Engineer: 12WA 9 A Date: 06/23/17 Print Name: Rand Sabart PE - SLH Phone: 320.229.4348 Approved by City of St. ,Joseph: Date: Print Name: Judy Weyrens –City Administrator % Phone: 3201 363.7201 Approved by Contractor: ---cam —� r' Date: Print Name: Dennis Douglas – Douglas -Kerr Underground, LLC Phone: 320.679.8937 Distribution: Project Engineer (Origina ), Contractor (copy), DSAE (copy for funding review) DSAE Portion: The State of Minnesota is not a participant in this contract. Signature by the District State Aid Engineer is for FUNDING PURPOSES ONLY and for compliance with State and Federal Aid Rules/Policy. Eligibility does not guarantee funds will be available. This work is eligible for: Federal Funding State Aid Funding Local funds District State Aid Engineer: Date: APPLICATION FOR PAYMENT NO. 6 OWNER CONTRACTOR SEH CONTRACTOR FOR: 2016 FIELD STREET IMPROVEMENTS PROJECT NO. STJOE 135124 AGREEMENT DATE: 10/03/16 SAP NO. 233-108-002 OWNER CITY OF ST. JOSEPH, MN FOR WORK ACCOMPLISHED THROUGH: 07/17/17 CONTRACTOR DOUGLAS-KERR UNDERGROUND, LLC ITEM MNDOT DESCRIPTION UNIT UNIT COST CONTRACT THIS PAYMENT WORK TO DATE QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY I AMOUNT 1 2021.501 MOBILIZATION LUMP SUM $35,818.00 1.00 $35,818.00 $0.00 0.95 $34,027.10 2 2101.502 CLEARING TREE $200.00 2.00 $400.00 $0.00 2.00 $400.00 3 2101.507 GRUBBING TREE $100.00 2.00 $200.00 $0.00 2.00 $200.00 4 2104.501 REMOVE CURB & GUTTER LIN FT $4.00 180.00 $720.00 12.00 $48.00 207.00 $828.00 5 2104.501 REMOVE SEWER PIPE LIN FT $9.60 36.00 $345.60 $0.00 21.00 $201.60 (STORM) 6 2104.505 REMOVE CONCRETE SQ YD $4.00 30.00 $120.00 19.00 $76.00 36.00 $144.00 PAVEMENT 7 2104.505 REMOVE BITUMINOUS SQ YD $3.65 1,066.00 $3,890.90 $0.00 1,093.00 $3,989.45 PAVEMENT 8 2104.509 REMOVE DRAINAGE EACH $217.50 1.00 $217.50 $0.00 1.00 $217.50 STRUCTURE 9 2104.511 SAWING CONCRETE LIN FT $3.00 24.00 $72.00 24.00 $72.00 24.00 $72.00 PAVEMENT (FULL DEPTH) 10 2104.513 SAWING BITUMINOUS LIN FT $3.00 119.00 $357.00 47.00 $141.00 79.00 $237.00 PAVEMENT (FULL DEPTH) 11 2104.523 SALVAGE PIPE PLUG EACH $0.01 6.00 $0.06 $0.00 4.00 $0.04 12 2104.601 SALVAGE SPRINKLER LUMP SUM $500.00 1.00 $500.00 $0.00 1.00 $500.00 SYSTEM 13 2104.618 SALVAGE BRICK PAVERS SQ FT $5.00 84.00 $420.00 60.00 $300.00 60.00 $300.00 14 2105.501 COMMON EXCAVATION (P) CU YD $7.00 36,696.00 $256,872.00 2,396.00 $16,772.00 36,696.00 $256,872.00 15 2105.601 DEWATERING LUMP SUM $19,836.00 1.00 $19,836.00 $0.00 1.00 $19,836.00 16 2112.501 SUBGRADE PREPARATION ROAD STA $150.00 28.60 $4,290.00 $0.00 28.60 $4,290.00 17 2123.61 STREET SWEEPER (WITH HOUR $90.00 11.00 $990.00 $0.00 9.00 $810.00 PICKUP BROOM) 18 2211.502 AGGREGATE BASE (LV) CU YD $30.00 60.00 $1,800.00 $0.00 0.00 $0.00 CLASS 5 19 2211.503 AGGREGATE BASE (CV) CU YD $17.80 4,929.00 $87,736.20 971.00 $17,283.80 4,900.00 $87,220.00 CLASS 5 (P) 20 2355.502 BITUMINOUS MATERIAL FOR GAL $2.51 331.00 $830.81 $0.00 0.00 $0.00 FOG SEAL 21 2357.502 BITUMINOUS MATERIAL FOR GAL $1.88 745.00 $1,400.60 $0.00 60.00 $112.80 TACK COAT 22 2360.501 TYPE SP 9.5 WEARING TON $56.90 1,859.00 $105,777.10 $0.00 0.00 $0.00 COURSE MIXTURE (3,C) 23 2360.501 TYPE SP 9.5 WEARING TON $65.84 422.00 $27,784.48 409.75 $26,977.94 409.75 $26,977.94 COURSE MIXTURE (2,C) 24 2360.501 TYPE SP 12.5 WEARING TON $52.74 2,239.00 $118,084.86 $0.00 2,220.22 $117,094.40 COURSE MIXTURE (3,C) 25 2451.511 COARSE FILTER CU YD $35.95 472.00 $16,968.40 $0.00 384.50 $13,822.78 AGGREGATE (CV) 26 2501.515 15' RC PIPE APRON EACH $399.45 2.00 $798.90 $0.00 2.00 $798.90 27 2501.515 24" RC PIPE APRON EACH $462.55 1.00 $462.55 $0.00 1.00 $462.55 28 2501.515 30" RC PIPE APRON EACH $588.25 1.00 $588.25 $0.00 1.00 $588.25 29 2501.602 TRASH GUARD FOR 15' PIPE EACH $245.20 2.00 $490.40 $0.00 2.00 $490.40 APRON 30 2501.602 TRASH GUARD FOR 24" PIPE EACH $527.30 1.00 $527.30 $0.00 1.00 $527.30 APRON 31 2501.602 TRASH GUARD FOR 30" PIPE EACH $662.90 1.00 $662.90 $0.00 1.00 $662.90 APRON 32 2503.541 12" RC PIPE SEWER DESIGN LIN FT $26.40 42.00 $1,108.80 $0.00 42.00 $1,108.80 3006 CL V 33 2503.541 15' RC PIPE SEWER DESIGN LIN FT $24.90 643.00 $16,010.70 $0.00 651.00 $16,209.90 3006 CL V 34 2503.541 18" RC PIPE SEWER DESIGN LIN FT $25.10 144.00 $3,614.40 $0.00 144.00 $3,614.40 3006 CL III 35 2503.541 24" RC PIPE SEWER DESIGN LIN FT $24.90 894.00 $22,260.60 $0.00 946.00 $23,555.40 3006 CL III 36 2503.541 30" RC PIPE SEWER DESIGN LIN FT $33.85 268.00 $9,071.80 $0.00 268.00 $9,071.80 3006 CL III 37 2503.601 MAINTENANCE OF SANITARY LUMP SUM $0.01 1.00 $0.01 $0.00 0.00 $0.00 SEWER SERVICE 38 2503.602 15' PIPE PLUG EACH $78.50 1.00 $78.50 $0.00 1.00 $78.50 39 2503.602 CONNECT TO EXISTING EACH $192.50 1.00 $192.50 $0.00 2.00 $385.00 STORM SEWER APPLICATION FOR PAYMENT NO. 6 OWNER CONTRACTOR SEH CONTRACTOR FOR: 2016 FIELD STREET IMPROVEMENTS PROJECT NO. STJOE 135124 AGREEMENT DATE: 10/03/16 SAP NO. 233-108-002 OWNER CITY OF ST. JOSEPH, MN FOR WORK ACCOMPLISHED THROUGH: 07/17/17 CONTRACTOR DOUGLAS-KERR UNDERGROUND, LLC ITEM MNDOT DESCRIPTION UNIT UNIT COST CONTRACT THIS PAYMENT WORK TO DATE QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 40 2503.602 CONNECT TO EXISTING EACH $410.00 2.00 $820.00 $0.00 1.00 $410.00 STORM SEWER MANHOLE 41 2503.602 CONNECT TO EXISTING EACH $1,009.50 4.00 $4,038.00 $0.00 3.00 $3,028.50 SANITARY SEWER 42 2503.602 CONNECT TO EXISTING EACH $1,830.00 2.00 $3,660.00 $0.00 2.00 $3,660.00 SANITARY SEWER MANHOLE 43 2503.602 RECONSTRUCT MANHOLE EACH $420.00 2.00 $840.00 $0.00 0.00 $0.00 INVERT 44 2503.602 8"X4" PVC WYE & BEND, SDR EACH $1,204.75 4.00 $4,819.00 $0.00 4.00 $4,819.00 26 45 2503.603 4" PVC PIPE SEWER SDR 26 LIN FT $5.35 190.00 $1,016.50 $0.00 191.00 $1,021.85 46 2503.603 6" PVC PIPE SEWER SDR 26 LIN FT $43.50 75.00 $3,262.50 $0.00 72.00 $3,132.00 47 2503.603 10" PVC PIPE SEWER SDR 35 LIN FT $36.05 954.00 $34,391.70 $0.00 954.00 $34,391.70 48 2503.603 8" PVC PIPE SEWER SDR 35 LIN FT $36.15 587.00 $21,220.05 $0.00 577.00 $20,858.55 49 2503.603 CLEAN AND VIDEO TAPE LIN FT $1.05 1,541.00 $1,618.05 1,541.00 $1,618.05 1,541.00 $1,618.05 PIPE SEWER 50 2503.603 CLEAN PIPE SEWER LIN FT $1.00 2,712.00 $2,712.00 2,712.00 $2,712.00 2,712.00 $2,712.00 (STORM) 51 2503.604 4" INSULATION SQ YD $29.00 32.00 $928.00 $0.00 17.90 $519.10 52 2504.601 INSTALL SPRINKLER SYSTEM LUMP SUM $2,000.00 1.00 $2,000.00 $0.00 0.00 $0.00 53 2504.601 IRRIGATION SYSTEM LUMP SUM $12,000.00 1.00 $12,000.00 0.95 $11,400.00 0.95 $11,400.00 54 2504.601 TEMPORARY WATER LUMP SUM $0.01 1.00 $0.01 $0.00 0.00 $0.00 SERVICE 55 2504.602 INSTALL PLUG EACH $0.01 6.00 $0.06 $0.00 4.00 $0.04 56 2504.602 ADJUST VALVE BOX EACH $250.00 2.00 $500.00 $0.00 0.00 $0.00 57 2504.602 HYDRANT EACH $3,633.85 6.00 $21,803.10 $0.00 6.00 $21,803.10 58 2504.602 6" GATE VALVE AND BOX EACH $1,024.40 4.00 $4,097.60 $0.00 4.00 $4,097.60 59 2504.602 8" GATE VALVE AND BOX EACH $1,700.70 1.00 $1,700.70 $0.00 1.00 $1,700.70 60 2504.602 12" GATE VALVE AND BOX EACH $2,661.95 4.00 $10,647.80 $0.00 3.00 $7,985.85 61 2504.602 CONNECT TO EXISTING EACH $557.95 8.00 $4,463.60 $0.00 6.00 $3,347.70 WATER MAIN 62 2504.602 17'X6" WET TAP EACH $2,962.10 2.00 $5,924.20 $0.00 2.00 $5,924.20 63 2504.602 17'X8" WET TAP EACH $3,566.80 1.00 $3,566.80 $0.00 1.00 $3,566.80 64 2504.602 1" CURB STOP & BOX EACH $326.75 3.00 $980.25 $0.00 3.00 $980.25 65 2504.602 1.5' CURB STOP & BOX EACH $642.70 3.00 $1,928.10 $0.00 4.00 $2,570.80 66 2504.602 1" CORPORATION STOP EACH $246.20 3.00 $738.60 $0.00 3.00 $738.60 67 2504.602 1.5' CORPORATION STOP EACH $572.95 3.00 $1,718.85 $0.00 4.00 $2,291.80 68 2504.602 WATER SERVICE SYSTEM EACH $795.20 3.00 $2,385.60 3.00 $2,385.60 3.00 $2,385.60 69 2504.603 6" WATER MAIN DUCTILE LIN FT $28.65 85.00 $2,435.25 $0.00 80.00 $2,292.00 IRON CL 52 70 2504.603 8" WATER MAIN DUCTILE LIN FT $32.85 646.00 $21,221.10 $0.00 607.00 $19,939.95 IRON CL 52 71 2504.603 10" WATER MAIN DUCTILE LIN FT $36.50 103.00 $3,759.50 $0.00 103.00 $3,759.50 IRON CL 50 72 2504.603 17' WATER MAIN DUCTILE LIN FT $40.75 988.00 $40,261.00 $0.00 983.00 $40,057.25 IRON CL 50 73 2504.603 1" TYPE K COPPER PIPE LIN FT $10.85 105.00 $1,139.25 $0.00 112.00 $1,215.20 74 2504.603 1.5' TYPE K COPPER PIPE LIN FT $15.50 87.00 $1,348.50 $0.00 114.00 $1,767.00 75 2504.608 DUCTILE IRON FITTINGS POUND $3.35 1,530.00 $5,125.50 $0.00 1,433.00 $4,800.55 76 2506.501 CONST DRAINAGE LIN FT $160.45 21.30 $3,417.59 $0.00 17.10 $2,743.70 STRUCTURE DESIGN H 77 2506.501 CONST DRAINAGE LIN FT $271.15 39.30 $10,656.20 $0.00 43.60 $11,822.14 STRUCTURE DESIGN 48-4020 APPLICATION FOR PAYMENT NO. 6 OWNER CONTRACTOR SEH CONTRACTOR FOR: 2016 FIELD STREET IMPROVEMENTS PROJECT NO. STJOE 135124 AGREEMENT DATE: 10/03/16 SAP NO. 233-108-002 OWNER CITY OF ST. JOSEPH, MN FOR WORK ACCOMPLISHED THROUGH: 07/17/17 CONTRACTOR DOUGLAS-KERR UNDERGROUND, LLC ITEM MNDOT DESCRIPTION UNIT UNIT COST CONTRACT THIS PAYMENT WORK TO DATE QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 78 2506.501 CONST DRAINAGE LIN FT $371.20 32.10 $11,915.52 $0.00 31.90 $11,841.28 STRUCTURE DESIGN 60-4020 79 2506.516 CASTING ASSEMBLY EACH $680.40 5.00 $3,402.00 5.00 $3,402.00 5.00 $3,402.00 (SAN ITARY) 80 2506.516 CASTING ASSEMBLY EACH $551.55 22.00 $12,134.10 2.00 $1,103.10 25.00 $13,788.75 (STORM) 81 2506.522 ADJUST FRAME RING & EACH $397.45 4.00 $1,589.80 $0.00 3.00 $1,192.35 CASTING 82 2506.522 ADJUST FRAME RING & EACH $817.45 4.00 $3,269.80 $0.00 4.00 $3,269.80 CASTING (SPECIAL) 83 2506.602 CHIMNEY SEAL EACH $220.00 36.00 $7,920.00 10.00 $2,200.00 12.00 $2,640.00 84 2506.603 CONSTRUCT SANITARY LIN FT $136.80 68.92 $9,428.26 $0.00 68.91 $9,426.89 MANHOLES 85 2511.501 RANDOM RIPRAP CL III CU YD $73.55 27.00 $1,985.85 $0.00 26.00 $1,912.30 86 2515.501 ARTICULATED BLOCK MAT SQ YD $115.25 26.00 $2,996.50 27.00 $3,111.75 27.00 $3,111.75 OPEN CELL, TYPE C 87 2521.501 4" CONCRETE WALK SQ FT $4.18 9,999.00 $41,795.82 8,830.00 $36,909.40 8,830.00 $36,909.40 88 2521.501 6" CONCRETE WALK SQ FT $5.65 1,517.00 $8,571.05 1,146.00 $6,474.90 1,327.00 $7,497.55 89 2531.501 CONCRETE CURB & LIN FT $9.95 9,901.00 $98,514.95 23.00 $228.85 9,969.00 $99,191.55 GUTTER, DESIGN B618 90 2531.502 CONCRETE CURB DESIGN LIN FT $20.00 130.00 $2,600.00 $0.00 0.00 $0.00 V6 91 2531.507 6" CONCRETE DRIVEWAY SQ YD $50.00 13.00 $650.00 13.00 $650.00 13.00 $650.00 PAVEMENT 92 2531.618 TRUNCATED DOMES SQ FT $30.00 122.00 $3,660.00 24.00 $720.00 24.00 $720.00 93 2531.618 TRUNCATED DOMES SQ FT $35.00 96.00 $3,360.00 182.00 $6,370.00 222.00 $7,770.00 (RADIAL) 94 2540.602 MAIL BOX EACH $25.00 3.00 $75.00 3.00 $75.00 3.00 $75.00 95 2540.602 MAIL BOX SUPPORT EACH $100.00 3.00 $300.00 3.00 $300.00 3.00 $300.00 96 2540.618 INSTALL BRICK PAVERS SQ FT $10.00 48.00 $480.00 48.00 $480.00 48.00 $480.00 97 2545.511 LIGHTING UNIT TYPE EACH $3,665.97 28.00 $102,647.16 28.00 $102,647.16 28.00 $102,647.16 SPECIAL 98 2545.511 LIGHTING UNIT TYPE EACH $3,698.97 2.00 $7,397.94 2.00 $7,397.94 2.00 $7,397.94 SPECIAL 1 99 2545.515 LIGHT FOUNDATION DESIGN EACH $651.05 30.00 $19,531.50 21.00 $13,672.05 30.00 $19,531.50 E MODIFIED 100 2545.523 1" NON-METALLIC CONDUIT LIN FT $3.01 2,400.00 $7,224.00 $0.00 2,202.00 $6,628.02 101 2545.523 2" NON-METALLIC CONDUIT LIN FT $4.11 5,550.00 $22,810.50 266.00 $1,093.26 5,293.00 $21,754.23 102 2545.531 UNDERGROUND WIRE 1 LIN FT $1.00 17,880.00 $17,880.00 17,100.00 $17,100.00 17,100.00 $17,100.00 COND NO 4 103 2545.531 UNDERGROUND WIRE 1 LIN FT $0.88 17,880.00 $15,734.40 17,100.00 $15,048.00 17,100.00 $15,048.00 COND NO 6 104 2545.531 UNDERGROUND WIRE 1 LIN FT $0.79 7,650.00 $6,043.50 7,875.00 $6,221.25 7,875.00 $6,221.25 COND NO 8 105 2545.531 UNDERGROUND WIRE 1 LIN FT $0.39 2,550.00 $994.50 2,625.00 $1,023.75 2,625.00 $1,023.75 COND NO 10 106 2545.531 UNDERGROUND WIRE 1 LIN FT $0.38 2,550.00 $969.00 510.00 $193.80 510.00 $193.80 COND NO 12 107 2545.541 SERVICE CABINET EACH $6,537.01 1.00 $6,537.01 1.00 $6,537.01 1.00 $6,537.01 108 2545.541 SERVICE EQUIPMENT EACH $1,679.56 1.00 $1,679.56 0.95 $1,595.58 0.95 $1,595.58 109 2545.545 EQUIPMENT PAD EACH $637.63 1.00 $637.63 $0.00 1.00 $637.63 110 2545.553 HANDHOLE EACH $617.88 10.00 $6,178.80 4.00 $2,471.52 10.00 $6,178.80 111 2563.601 TRAFFIC CONTROL LUMP SUM $1,800.00 1.00 $1,800.00 0.20 $360.00 0.90 $1,620.00 112 2564.531 SIGN PANELS TYPE C SQ FT $31.00 204.50 $6,339.50 176.00 $5,456.00 176.00 $5,456.00 113 2564.602 SIGN PANELS TYPE SPECIAL EACH $100.00 6.00 $600.00 6.00 $600.00 6.00 $600.00 114 2571.502 DECIDUOUS TREE 2.5' CAL TREE $550.00 14.00 $7,700.00 $0.00 0.00 $0.00 B&B 115 2572.501 TEMPORARY FENCE LIN FT $4.00 690.00 $2,760.00 $0.00 688.00 $2,752.00 APPLICATION FOR PAYMENT NO. 6 OWNER CONTRACTOR SEH CONTRACTOR FOR: 2016 FIELD STREET IMPROVEMENTS PROJECT NO. STJOE 135124 AGREEMENT DATE: 10/03/16 SAP NO. 233-108-002 OWNER CITY OF ST. JOSEPH, MN FOR WORK ACCOMPLISHED THROUGH: 07/17/17 CONTRACTOR DOUGLAS-KERR UNDERGROUND, LLC CONTRACT THIS PAYMENT WORK TO DATE ITEM MNDOT DESCRIPTION UNIT UNIT COST QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 116 2573.502 SILT FENCE, TYPE HI LIN FT $3.00 3,755.00 $11,265.00 $0.00 3,850.00 $11,550.00 117 2573.511 WATER TREATMENT TYPE EACH $450.00 2.00 $900.00 2.00 $900.00 2.00 $900.00 ROCK WEEPER 118 2573.53 STORM DRAIN INLET EACH $100.00 23.00 $2,300.00 $0.00 25.00 $2,500.00 PROTECTION 119 2573.535 STABILIZED CONSTRUCTION EACH $450.00 3.00 $1,350.00 $0.00 2.00 $900.00 EXIT 120 2574.508 FERTILIZER POUND $0.60 2,660.00 $1,596.00 2,380.00 $1,428.00 2,380.00 $1,428.00 121 2574.525 COMMON TOPSOIL BORROW CU YD $10.00 265.00 $2,650.00 $0.00 0.00 $0.00 (LV) 122 2575.501 SEEDING ACRE $500.00 7.60 $3,800.00 4.08 $2,040.00 4.08 $2,040.00 123 2575.501 SEEDING (TEMPORARY) ACRE $100.00 11.70 $1,170.00 $0.00 4.00 $400.00 124 2575.502 SEED MIXTURE 22-111 POUND $1.50 1,170.00 $1,755.00 $0.00 397.00 $595.50 125 2575.502 SEED MIXTURE 25-121 POUND $4.50 733.00 $3,298.50 640.00 $2,880.00 640.00 $2,880.00 126 2575.502 SEED MIXTURE SPECIAL POUND $100.00 24.00 $2,400.00 24.00 $2,400.00 24.00 $2,400.00 127 2575.523 EROSION CONTROL SQ YD $1.60 7,565.00 $12,104.00 7,990.00 $12,784.00 7,990.00 $12,784.00 BLANKET CATEGORY 3N, INCLUDES MAINTENANCE 128 2575.535 WATER MGAL $25.00 325.00 $8,125.00 $0.00 0.00 $0.00 129 2575.56 HYDRAULIC MATRIX, TYPE POUND $0.75 15,000.00 $11,250.00 7,800.00 $5,850.00 13,100.00 $9,825.00 HYDRAULIC MULCH 130 2582.501 PAVT MSSG EPDXY GR IN SQ FT $6.67 165.00 $1,100.55 $0.00 0.00 $0.00 131 2582.502 4" SOLID LINE EPDXY GR IN LIN FT $0.61 4,871.00 $2,971.31 $0.00 0.00 $0.00 132 2582.502 4" SOLID LINE PAINT LIN FT $0.51 4,871.00 $2,484.21 $0.00 0.00 $0.00 133 2582.503 CROSSWALK EPDXY GR IN SO FT $4.10 1,100.00 $4,510.00 $0.00 0.00 $0.00 134 2582.503 CROSSWALK PAINT SQ FT $3.41 1,100.00 $3,751.00 $0.00 0.00 $0.00 TOTAL ITEMS BID $1,513,338.29 $351,510.71 $1,334,371.57 WORK ODER NO. 1 135 1 2573.502 ISILT FENCE, TYPE MS LIN FT $2.00 845.00 $1,690.00 $0.00 845.00 $1,690.00 TOTAL WO #1 $1,690.00 $0.00 $1,690.00 WORK ODER NO. 2 88A 1 2521.501 16" CONCRETE WALK SQ FT $5.65 506.20 $2,860.03 506.20 $2,860.03 506.20 $2.860.03 TOTAL WO #2 $2,860.03 $2,860.03 $2,860.03 APPLICATION FOR PAYMENT NO, 8 PROJECT NO. STJOE 135124 SAP NO. 233-108-002 OWNER CITY OF ST. JOSEPH, MN CONTRACTOR DOUGLAS-KERR UNDERGROUND, LLC OWNER CONTRACTOR SEH CONTRACTOR FOR: 2016 FIELD STREET IMPROVEMENTS AGREEMENT DATE: 10/03/16 FOR WORK ACCOMPLISHED THROUGH: 07117117 ITEM I MNDOT ! DESCRIPTION I UNIT Il1NIT COST QUANTITY CONTRACT AMOUNT OUANTITy ATMAMNnu NT aUANTrrTV RK 70 AmnuuT SUMMARY TOTAL. ITEMS BID $1,5'53,339.2$ $351,510.71 $1,334,311.57 WORK ORDER NO. 1 $1,fi90.00 $0.00 51,690.00 WORK ORDER NO. 2 $2,860,03 $2,660.03 $2,660.03 TOTAL $1,517,868.32 $354,370.74 51,338,9211.60 The undersigned Contractor ca nines thal all prericue payments nmaived from Ida Cwner for Work Gross Amount Due $1,338,921,60 done under this contract have been applied 10 discharge in lull all obligations the Contractor Incurred Lass Retainage (5%) $66,946.08 in connection with the work covered by said progress payments- The undersigned Conlraclor agrees to pay all suboonbactors within 10 days of receipt of payment from the municipality for undisputed Amount Eligible to Data $1,271,975.52 services provided by the subcontractor. The Contractor agrees to pay inlerest as dauxibed under Less Previous Payments S93532:3-32 Minnesota state slatute. In scedrdance wkh Mlnnaseta Undomn Transaction Act, an electronic Amount Due This Application $336,662.20 signalers on this document is binding and afforded the same effect as It the document was signed by hand. 1 �I SUBMITTED 0OUGLAS-KERR UNDERGROUND, LLC .v DATE L, 3 — J PO 803E 85 MORA, MN $5051-0065 RECOMMENDED SEH By: DATE_ 08/03/17 PO Sox 1717 ST. CLOUD, MN 56302-1 71 7 0 CITY OF ST. JOSEPH BY: PO SOX 668 ST, JOSEPH, MN 56374-0668 5 DATE: