Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
5J Coop Agreement for Arcadia and CR 21 Project
MODIFIED SCHEDULE I CSAH 21 & ARCADIA AVENUE IMPROVEMENTS S.A.P. 201-020-008, S.A.P. 201-130-001, C.P. 11-001 WSB Project: CSAH 21 & ARCADIA AVENUE I HEREBY CERTIFY THAT THIS ENGINEER'S ESTIMATE WAS PREPARED BY ME OR UNDER BID DATE: MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER Project Location: PRIOR LAKE, MN UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/8/2012 WSB Project No: 1964-00 DATE: LIC. NO. 19103 SAP 201-020-008 SAP 201-130-001 CP 11-001 CP 11-001 CP 11-001 CP 11-001 SAP 201-020-008 SAP 201-130-001 CP 11-001 CSAH 21 ARCADIA AVENUE SE 100% PARTICIPATING 100% PARTICIPATING 100% PARTICIPATING 100% PARTICIPATING CSAH 21 ARCADIA AVENUE SE 100% PARTICIPATING PROJECT STORM SEWER STORM SEWER (SEWER) (WATER) (WATER QUALITY) (TAX LEVY) TOTAL SHEET TAB ITEM Unit ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated NO. QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY NO DESCRIPTION NOTES UNIT Price Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost # 2021.501 MOBILIZATION LUMP SUM $58,357.00 1 $58,357.00 0.50 $29,178.50 0.15 $8,753.55 0.10 $5,835.70 0.01 $583.57 0.24 $14,005.68 0.05 $2,917.85 0.06 $3,501.42 0.04 $2,334.28 0.09 $5,252.13 # # # 2101.502 CLEARING TREE $80.00 124 $9,920.00 84 $6,720.00 40 $3,200.00 # 2101.507 GRUBBING TREE $30.00 124 $3,720.00 84 $2,520.00 40 $1,200.00 # 2101.610 TREE TRIMMING 1 HOUR $150.00 6 $900.00 3 $450.00 3 $450.00 # # 2102.502 PAVEMENT MARKING REMOVAL - PERMANENT LIN FT $0.60 3000 $1,800.00 3000 $1,800.00 # 2103.501 BUILDING REMOVAL A LUMP SUM $3,000.00 1 $3,000.00 1 $3,000.00 # 2103.501 BUILDING REMOVAL B LUMP SUM $9,000.00 1 $9,000.00 1 $9,000.00 # 2103.501 BUILDING REMOVAL C LUMP SUM $3,000.00 1 $3,000.00 1 $3,000.00 # 2103.501 BUILDING REMOVAL D LUMP SUM $9,000.00 1 $9,000.00 1 $9,000.00 # 58 C 2104.501 REMOVE SEWER PIPE (STORM) LIN FT $3.86 1249 $4,821.14 919 $3,547.34 298 $1,150.28 32 $123.52 32 $123.52 # 2104.501 REMOVE SEWER PIPE (SANITARY) LIN FT $0.22 650 $143.00 650 $143.00 650 $143.00 # 2104.501 REMOVE SANITARY SERVICE PIPE LIN FT $5.21 300 $1,563.00 300 $1,563.00 300 $1,563.00 # 2104.501 REMOVE WATER MAIN LIN FT $2.30 900 $2,070.00 900 $2,070.00 900 $2,070.00 # 2104.501 REMOVE WATER SERVICE PIPE LIN FT $2.21 300 $663.00 300 $663.00 300 $663.00 # 2104.501 REMOVE CURB AND GUTTER LIN FT $1.76 4115 $7,242.40 3005 $5,288.80 1110 $1,953.60 # 2104.503 REMOVE RETAINING WALL SQ FT $1.37 175 $239.75 175 $239.75 # 2104.503 REMOVE BITUMINOUS WALK SQ FT $0.19 4500 $855.00 4500 $855.00 # 2104.503 REMOVE CONCRETE WALK SQ FT $0.19 15359 $2,918.21 15359 $2,918.21 # 2104.505 REMOVE BITUMINOUS PAVEMENT 15 SQ YD $1.50 12047 $18,070.50 9399 $14,098.50 2648 $3,972.00 # 58 C 2104.509 REMOVE CONCRETE APRON EACH $233.60 4 $934.40 3 $700.80 1 $233.60 1 $233.60 # 58 C 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH $150.00 21 $3,150.00 13 $1,950.00 8 $1,200.00 # 2104.509 REMOVE MANHOLE (SANITARY) EACH $150.00 3 $450.00 3 $450.00 3 $450.00 # 2104.509 REMOVE CASTING EACH $20.00 3 $60.00 2 $40.00 1 $20.00 1 $20.00 # 2104.509 REMOVE GATE VALVE & BOX EACH $25.00 6 $150.00 6 $150.00 6 $150.00 # 2104.509 REMOVE CURB STOP & BOX EACH $25.00 6 $150.00 6 $150.00 6 $150.00 # 2104.509 REMOVE HYDRANT EACH $100.00 3 $300.00 3 $300.00 3 $300.00 # J 99 2104.509 REMOVE LIGHTING UNIT EACH $136.00 22 $2,992.00 16 $2,176.00 2 $272.00 4 $544.00 4 $544.00 # 2104.509 REMOVE LIGHT BASE EACH $29.22 2 $58.44 2 $58.44 # 2104.509 REMOVE SIGN TYPE C EACH $20.00 19 $380.00 19 $380.00 # 2104.509 REMOVE SIGN TYPE D EACH $50.00 1 $50.00 1 $50.00 2 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $3.95 100 $395.00 60 $237.00 40 $158.00 2 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT $1.95 2230 $4,348.50 1750 $3,412.50 480 $936.00 2 H 83 2104.523 SALVAGE SIGN TYPE C EACH $20.00 5 $100.00 1 $20.00 4 $80.00 2 I 83 2104.523 SALVAGE SIGN TYPE SPECIAL EACH $50.00 2 $100.00 1 $50.00 1 $50.00 2 J 99 2104.523 SALVAGE LIGHTING UNIT 4 EACH $136.00 2 $272.00 2 $272.00 2 $272.00 2 2104.523 SALVAGE BENCH 3 EACH $100.00 2 $200.00 1 $100.00 1 $100.00 2 2104.601 REGULATED WASTE EVALUATION LUMP SUM $1,000.00 2 $2,000.00 2 $2,000.00 2 A 7 2105.501 COMMON EXCAVATION (P) CU YD $3.50 8066 $28,231.00 6116 $21,406.00 1950 $6,825.00 2 2105.505 MUCK EXCAVATION 14 CU YD $7.00 1250 $8,750.00 1250 $8,750.00 2 A 7 2105.507 SUBGRADE EXCAVATION (P) CU YD $5.00 10341 $51,705.00 7552 $37,760.00 2789 $13,945.00 2 A 7 2105.521 GRANULAR BORROW (CV) (P) CU YD $10.35 10397 $107,608.95 7552 $78,163.20 2845 $29,445.75 2 2105.521 GRANULAR BORROW (LV) 12,19 CU YD $8.00 1770 $14,160.00 1680 $13,440.00 90 $720.00 90 $720.00 2 A 7 2105.525 TOPSOIL BORROW (LV) CU YD $14.00 1160 $16,240.00 855 $11,970.00 305 $4,270.00 2 2105.525 TOPSOIL BORROW SPECIAL 1(LV) 16 CU YD $32.18 170 $5,470.60 170 $5,470.60 170 $5,470.60 2 2105.525 TOPSOIL BORROW SPECIAL 2(LV) 17 CU YD $34.32 80 $2,745.60 80 $2,745.60 80 $2,745.60 2 2105.601 DEWATERING LUMP SUM $2,500.00 1 $2,500.00 1 $2,500.00 2 A 7 2105.607 EXCAVATION SPECIAL (P) 13 CU YD $6.50 402 $2,613.00 402 $2,613.00 402 $2,613.00 2 2105.607 FILL SPECIAL 13 CU YD $41.18 30 $1,235.40 30 $1,235.40 30 $1,235.40 2 2105.607 CLAY FILL 13 CU YD $57.06 25 $1,426.50 25 $1,426.50 25 $1,426.50 2 2 2123.610 VACUUM TRUCK AND FOREMAN 1 HOUR $175.00 6 $1,050.00 6 $1,050.00 2 2123.610 STREET SWEEPER (WITH PICKUP BROOM) 1 HOUR $135.00 80 $10,800.00 80 $10,800.00 2 2 2211.501 AGGREGATE BASE CLASS 6 1 TON $8.66 200 $1,732.00 200 $1,732.00 2 2211.503 AGGREGATE BASE (CV) CLASS 6 (P) 15 CU YD $15.34 5084 $77,988.56 4235 $64,964.90 849 $13,023.66 2 3 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON $75.87 972 $73,745.64 972 $73,745.64 3 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (4,E) TON $76.61 2828 $216,653.08 2828 $216,653.08 3 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) 18 TON $92.00 250 $23,000.00 250 $23,000.00 3 2360.502 TYPE SP 19.0 NON WEARING COURSE MIXTURE (4,B) TON $66.28 2053 $136,072.84 2053 $136,072.84 3 # 2411.618 MODULAR BLOCK RETAINING WALL SQ FT $16.31 1305 $21,284.55 130 $2,120.30 1175 $19,164.25 1175 $19,164.25 # # 2451.607 PIPE BEDDING MATERIAL CU YD $27.73 424.5 $11,771.39 325 $8,998.39 100 $2,773.00 100 $2,773.00 # # 2501.515 15" RC PIPE APRON EACH $680.35 3 $2,041.05 1 $680.35 2 $1,360.70 2 $1,360.70 # 2501.515 24" RC PIPE APRON EACH $818.52 1 $818.52 1 $818.52 # 2501.515 27" RC PIPE APRON EACH $921.43 1 $921.43 1 $921.43 # 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH $201.34 3 $604.02 1 $201.34 2 $402.68 2 $402.68 # 2501.602 TRASH GUARD FOR 24" PIPE APRON EACH $336.54 1 $336.54 1 $336.54 # 2501.602 TRASH GUARD FOR 27" PIPE APRON EACH $442.35 1 $442.35 1 $442.35 3 2502.541 4" PERF TP PIPE DRAIN LIN FT $4.25 2500 $10,625.00 2200 $9,350.00 300 $1,275.00 3 2502.541 8" PERF TP PIPE DRAIN LIN FT $12.14 70 $849.80 70 $849.80 70 $849.80 3 2502.602 8" PVC PIPE DRAIN CLEANOUT EACH $189.43 1 $189.43 1 $189.43 1 $189.43 3 2503.511 8" DUCTILE IRON PIPE SEWER CL50 LIN FT $44.31 60 $2,658.60 60 $2,658.60 60 $2,658.60 3 D 58,59 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT $28.58 1830 $52,301.40 1449 $41,412.42 340 $9,717.20 41 $1,171.78 41 $1,171.78 4 D 58,59 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT $30.99 182 $5,640.18 182 $5,640.18 4 D 58,59 2503.541 24" RC PIPE SEWER DESIGN 3006 CL III LIN FT $37.87 264 $9,997.68 264 $9,997.68 4 D 58,59 2503.541 27" RC PIPE SEWER DESIGN 3006 CL III LIN FT $45.46 415 $18,865.90 415 $18,865.90 4 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM $3,600.00 1 $3,600.00 1 $3,600.00 1 $3,600.00 4 2503.601 CONNECT SEWER SERVICE SPECIAL 22 LUMP SUM $4,875.65 1 $4,875.65 1 $4,875.65 1 $4,875.65 4 2503.602 CONNECT TO EXISTING STORM SEWER EACH $590.00 1 $590.00 1 $590.00 4 D 58,59 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $590.00 7 $4,130.00 6 $3,540.00 1 $590.00 1 $590.00 4 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $1,253.44 3 $3,760.32 3 $3,760.32 3 $3,760.32 4 2503.602 RECONNECT SANITARY SEWER SERVICE EACH $825.65 3 $2,476.95 3 $2,476.95 3 $2,476.95 4 2503.602 CONNECT TO EXISTING MANHOLES (SANITARY) EACH $1,200.00 1 $1,200.00 1 $1,200.00 1 $1,200.00 4 2503.602 8"X 4" PVC WYE - SDR 26 EACH $181.84 2 $363.68 2 $363.68 2 $363.68 4 2503.602 8"X 6" PVC WYE - SDR 26 EACH $136.35 2 $272.70 2 $272.70 2 $272.70 4 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT $17.86 125 $2,232.50 125 $2,232.50 125 $2,232.50 4 2503.603 6" PVC PIPE SEWER - SDR 26 LIN FT $19.87 100 $1,987.00 100 $1,987.00 100 $1,987.00 4 2503.603 8" PVC PIPE SEWER - SDR 26 LIN FT $26.88 260 $6,988.80 260 $6,988.80 260 $6,988.80 4 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT $24.63 390 $9,605.70 390 $9,605.70 390 $9,605.70 4 2503.603 16" STEEL CASING PIPE (JACKED) LIN FT $268.97 115 $30,931.55 115 $30,931.55 115 $30,931.55 4 2503.603 TELEVISE SANITARY SEWER LIN FT $1.62 660 $1,069.20 660 $1,069.20 660 $1,069.20 4 4 2504.601 TEMPORARY WATER SERVICE LUMP SUM $4,500.00 1 $4,500.00 1 $4,500.00 1 $4,500.00 4 2504.602 CONNECT TO EXISTING WATER MAIN EACH $685.50 4 $2,742.00 4 $2,742.00 4 $2,742.00 Coop Agreement Appendix B 1 4/11/2012 MODIFIED SCHEDULE I CSAH 21 & ARCADIA AVENUE IMPROVEMENTS S.A.P. 201-020-008, S.A.P. 201-130-001, C.P. 11-001 WSB Project: CSAH 21 & ARCADIA AVENUE I HEREBY CERTIFY THAT THIS ENGINEER'S ESTIMATE WAS PREPARED BY ME OR UNDER BID DATE: MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER Project Location: PRIOR LAKE, MN UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/8/2012 WSB Project No: 1964-00 DATE: LIC. NO. 19103 SAP 201-020-008 SAP 201-130-001 CP 11-001 CP 11-001 CP 11-001 CP 11-001 SAP 201-020-008 SAP 201-130-001 CP 11-001 CSAH 21 ARCADIA AVENUE SE 100% PARTICIPATING 100% PARTICIPATING 100% PARTICIPATING 100% PARTICIPATING CSAH 21 ARCADIA AVENUE SE 100% PARTICIPATING PROJECT STORM SEWER STORM SEWER (SEWER) (WATER) (WATER QUALITY) (TAX LEVY) TOTAL SHEET TAB ITEM Unit ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated NO. QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY NO DESCRIPTION NOTES UNIT Price Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost 4 2504.602 CONNECT TO EXISTING WATER SERVICE EACH $637.41 2 $1,274.82 2 $1,274.82 2 $1,274.82 4 2504.602 HYDRANT EACH $3,059.53 3 $9,178.59 3 $9,178.59 3 $9,178.59 4 2504.602 ADJUST HYDRANT EACH $417.19 1 $417.19 1 $417.19 1 $417.19 4 2504.602 ADJUST VALVE BOX EACH $410.31 8 $3,282.48 8 $3,282.48 8 $3,282.48 2 2504.602 1" CORPORATION STOP EACH $129.51 1 $129.51 1 $129.51 1 $129.51 4 2504.602 6" GATE VALVE AND BOX EACH $1,227.99 4 $4,911.96 4 $4,911.96 4 $4,911.96 4 2504.602 8" GATE VALVE AND BOX EACH $1,603.51 2 $3,207.02 2 $3,207.02 2 $3,207.02 4 2504.602 1" CURB STOP AND BOX EACH $202.93 1 $202.93 1 $202.93 1 $202.93 4 2504.603 1" TYPE K COPPER PIPE LIN FT $22.15 50 $1,107.50 50 $1,107.50 50 $1,107.50 4 2504.603 6" WATERMAIN DUCTILE IRON CL52 LIN FT $34.57 330 $11,408.10 330 $11,408.10 330 $11,408.10 4 2504.603 8" WATERMAIN DUCTILE IRON CL52 LIN FT $40.44 700 $28,308.00 700 $28,308.00 700 $28,308.00 4 2504.603 16" STEEL CASING PIPE (JACKED) LIN FT $268.97 115 $30,931.55 115 $30,931.55 115 $30,931.55 4 2504.604 4" POLYSTYRENE INSULATION SQ YD $38.68 25 $967.00 25 $967.00 25 $967.00 4 2504.608 DUCTILE IRON FITTINGS POUND $5.45 2400 $13,080.00 2400 $13,080.00 2400 $13,080.00 4 D 58,59 2506.501 CONST DRAINAGE STRUCTURE DESIGN G LIN FT $235.83 28 $6,603.24 28 $6,603.24 4 D 58,59 2506.501 CONST DRAINAGE STRUCTURE DESIGN SD-48 LIN FT $354.23 24.6 $8,714.06 21.4 $7,580.52 3 $1,133.54 3.2 $1,133.54 4 D 58,59 2506.501 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT $281.43 108.7 $30,591.44 79.4 $22,345.54 29.3 $8,245.90 4 D 58,59 2506.501 CONST DRAINAGE STRUCTURE DES 60-4020 LIN FT $394.79 72.5 $28,622.28 72.5 $28,622.28 4 D 58,59 2506.502 CONST DRAINAGE STR DES SPEC (2'X 3') EACH $847.05 5 $4,235.25 5 $4,235.25 4 D 58,59 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 1 EACH $4,793.56 1 $4,793.56 1 $4,793.56 4 D 58,59 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 2 EACH $5,181.29 1 $5,181.29 1 $5,181.29 4 E 59 2506.516 CASTING ASSEMBLY EACH $553.72 50 $27,686.00 41 $22,702.52 8 $4,429.76 1 $553.72 1 $553.72 4 2506.516 CASTING ASSEMBLY (SANITARY) EACH $470.63 3 $1,411.89 3 $1,411.89 3 $1,411.89 4 2506.522 ADJUST FRAME & RING CASTING (SANITARY) EACH $150.00 4 $600.00 4 $600.00 4 $600.00 4 2506.602 CHIMNEY SEAL (EXTERNAL) EACH $180.99 4 $723.96 4 $723.96 4 $723.96 4 2506.603 CONSTRUCT 8" OUTSIDE DROP LIN FT $210.87 18 $3,795.66 18 $3,795.66 18 $3,795.66 4 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT $230.06 40 $9,202.40 40 $9,202.40 40 $9,202.40 4 D 58,59 2511.515 GEOTEXTILE FILTER TYPE IV SQ YD $2.02 144 $290.88 38 $76.76 106 $214.12 106 $214.12 4 D 58,59 2511.607 RANDOM RIPRAP CLASS III SPECIAL 11 CU YD $70.12 72 $5,048.64 19 $1,332.28 53 $3,716.36 53 $3,716.36 4 4 2521.501 4" CONCRETE WALK SQ FT $3.03 2450 $7,423.50 2450 $7,423.50 4 2521.501 6" CONCRETE WALK 2 SQ FT $3.88 18628 $72,276.64 12597 $48,876.36 6031 $23,400.28 4 2521.501 6" CONCRETE WALK EXPOSED AGGREAGATE 6 SQ FT $5.73 450 $2,578.50 450 $2,578.50 4 2521.511 3" BITUMINOUS WALK 7 SQ FT $1.58 16413 $25,932.54 16413 $25,932.54 4 4 2531.501 CONCRETE CURB & GUTTER DESIGN B612 LIN FT $10.05 212 $2,130.60 135 $1,356.75 77 $773.85 4 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $12.10 1108 $13,406.80 21 $254.10 1087 $13,152.70 4 2531.501 CONCRETE CURB & GUTTER DESIGN B624 LIN FT $11.00 3950 $43,450.00 3950 $43,450.00 4 2531.507 6" CONCRETE DRIVEWAY PAVEMENT 8 SQ YD $37.50 359 $13,462.50 359 $13,462.50 4 2531.618 TRUNCATED DOMES SQ FT $36.00 112 $4,032.00 64 $2,304.00 48 $1,728.00 5 # J 99 2545.511 LIGHTING UNIT TYPE SPECIAL 1 EACH $3,679.00 25 $91,975.00 25 $91,975.00 25 $91,975.00 # J 99 2545.515 LIGHT BASE DESIGN P (MOD) EACH $735.00 27 $19,845.00 27 $19,845.00 27 $19,845.00 # J 99 2545.523 2" NON-METALLIC CONDUIT LIN FT $4.65 4340 $20,181.00 4340 $20,181.00 4340 $20,181.00 # J 99 2545.523 2" NON-METALLIC CONDUIT (DIRECTIONAL BORE) LIN FT $19.10 260 $4,966.00 260 $4,966.00 260 $4,966.00 # J 99 2545.531 UNDERGROUND WIRE 1 COND NO 6 LIN FT $1.06 20600 $21,836.00 20600 $21,836.00 20600 $21,836.00 # J 99 2545.531 UNDERGROUND WIRE 1 COND NO 2 LIN FT $1.87 800 $1,496.00 800 $1,496.00 800 $1,496.00 # J 99 2545.541 SERVICE CABINET SECONDARY TYPE L2 (MOD) EACH $4,657.00 1 $4,657.00 1 $4,657.00 1 $4,657.00 # J 99 2545.545 EQUIPMENT PAD B EACH $744.00 1 $744.00 1 $744.00 1 $744.00 # J 99 2545.553 HANDHOLE EACH $711.00 9 $6,399.00 9 $6,399.00 9 $6,399.00 # J 99 2545.602 SERVICE EQUIPMENT EACH $688.00 1 $688.00 1 $688.00 1 $688.00 # J 99 2545.602 ELECTRICAL SERVICE EACH $1.00 1 $1.00 1 $1.00 1 $1.00 # J 99 2545.602 INSTALL LIGHTING UNIT 5 EACH $334.00 2 $668.00 2 $668.00 2 $668.00 # 2554.509 GUIDE POST TYPE B EACH $60.00 4 $240.00 2 $120.00 2 $120.00 2557.501 WIRE FENCE DESIGN 48-9322V 9 LIN FT $18.00 180 $3,240.00 180 $3,240.00 6 2563.601 TRAFFIC CONTROL LUMP SUM $15,900.00 1 $15,900.00 0.50 $7,950.00 0.15 $2,385.00 0.10 $1,590.00 0.01 $159.00 0.24 $3,816.00 0.05 $795.00 0.06 $954.00 0.04 $636.00 0.09 $1,431.00 6 2563.601 TEMPORARY PEDESTRIAN ACCESS CONTROL LUMP SUM $500.00 1 $500.00 0.50 $250.00 0.15 $75.00 0.10 $50.00 0.01 $5.00 0.24 $120.00 0.05 $25.00 0.06 $30.00 0.04 $20.00 0.09 $45.00 6 6 F 82 2564.531 SIGN PANELS TYPE C SQ FT $34.00 230.3 $7,830.20 190.2 $6,466.80 40.1 $1,363.40 6 G 82 2564.531 SIGN PANELS TYPE D SQ FT $39.50 7 $276.50 7 $276.50 6 H 83 2564.537 INSTALL SIGN TYPE C EACH $125.00 5 $625.00 1 $125.00 4 $500.00 6 I 83 2564.537 INSTALL SIGN TYPE SPECIAL EACH $150.00 2 $300.00 1 $150.00 1 $150.00 6 2564.552 HAZARD MARKER X4-2 EACH $25.00 4 $100.00 4 $100.00 6 2565.602 PVC HANDHOLE (METAL FRAME AND COVER) EACH $808.00 12 $9,696.00 12 $9,696.00 6 2565.602 NMC LOOP DETECTOR 6'X6' EACH $512.00 29 $14,848.00 29 $14,848.00 6 2565.603 2" NON-METALLIC CONDUIT LIN FT $4.73 810 $3,831.30 810 $3,831.30 6 2565.603 4" NON-METALLIC CONDUIT LIN FT $7.95 320 $2,544.00 320 $2,544.00 6 100 2571.501 CONIFEROUS TREE 6' HT B&B TREE $375.00 7 $2,625.00 7 $2,625.00 7 $2,625.00 6 100 2571.502 DECIDUOUS TREE 2.5" B&B TREE $340.00 10 $3,400.00 10 $3,400.00 10 $3,400.00 6 101,102 2571.505 DECIDUOUS SHRUBS NO 2 CONT SHRUB $35.00 119 $4,165.00 119 $4,165.00 119 $4,165.00 6 103 2571.507 PERENNIAL 4" CONT PLANT $3.00 529 $1,587.00 529 $1,587.00 529 $1,587.00 6 102 2571.507 PERENNIAL NO 1 CONT PLANT $9.00 321 $2,889.00 321 $2,889.00 321 $2,889.00 6 6 2572.501 TEMPORARY FENCE LIN FT $3.50 750 $2,625.00 500 $1,750.00 250 $875.00 6 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $1.52 3475 $5,282.00 2600 $3,952.00 700 $1,064.00 175.00 $266.00 175 $266.00 6 2573.505 FLOTATION SILT CURTAIN TYPE STILL WATER LIN FT $10.00 599 $5,990.00 389 $3,890.00 210.00 $2,100.00 210 $2,100.00 6 2573.530 STORM DRAIN INLET PROTECTION EACH $65.00 71 $4,615.00 40 $2,600.00 29 $1,885.00 2.00 $130.00 2 $130.00 6 2573.540 FILTER LOG TYPE STRAW BIOROLL (1) LIN FT $2.00 1102 $2,204.00 700 $1,400.00 400 $800.00 2.00 $4.00 2 $4.00 6 2573.602 CULVERT PROTECTION EACH $136.00 5 $680.00 5 $680.00 6 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $569.78 10 $5,697.80 6 $3,418.68 4 $2,279.12 7 2575.501 SEEDING ACRE $650.00 1.35 $877.50 1.0 $650.00 0.1 $65.00 0.25 $162.50 0.25 $162.50 7 2575.502 SEED MIXTURE SPECIAL 1 13 POUND $275.00 3 $825.00 3.00 $825.00 3 $825.00 7 2575.502 SEED MIXTURE 150 POUND $6.25 53 $331.25 28 $175.00 25 $156.25 7 2575.502 SEED MIXTURE 250 POUND $4.50 16 $72.00 16 $72.00 7 2575.502 SEED MIXTURE 325 POUND $18.25 5 $91.25 5 $91.25 7 2575.505 SODDING TYPE SALT RESISTANT SQ YD $2.40 5915 $14,196.00 1843 $4,423.20 4072 $9,772.80 7 2575.511 MULCH MATERIAL SPECIAL 1 21 CU YD $60.00 40 $2,400.00 40.00 $2,400.00 40 $2,400.00 7 2575.523 EROSION CONTROL BLANKETS CATEGORY 2 SQ YD $0.92 5347 $4,919.24 4147 $3,815.24 1200.00 $1,104.00 1200 $1,104.00 7 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $0.95 1018 $967.10 1018 $967.10 7 2575.532 FERTILIZER TYPE 3 POUND $0.96 119 $114.24 119 $114.24 7 2575.571 RAPID STABILIZATION METHOD 3 1 M GALLON $295.00 16 $4,720.00 8 $2,360.00 8 $2,360.00 7 2575.607 MULCH MATERIAL TYPE 9 SPECIAL 20 CU YD $110.00 55 $6,050.00 10 $1,100.00 45.00 $4,950.00 45 $4,950.00 7 2575.607 LANDSCAPE EDGER (ALUMINUM) LIN FT $12.00 277 $3,324.00 75 $900.00 202.00 $2,424.00 202 $2,424.00 7 7 2580.603 INTERIM PAVEMENT MARKING LIN FT $2.00 1000 $2,000.00 1000 $2,000.00 7 Coop Agreement Appendix B 2 4/11/2012 MODIFIED SCHEDULE I CSAH 21 & ARCADIA AVENUE IMPROVEMENTS S.A.P. 201-020-008, S.A.P. 201-130-001, C.P. 11-001 WSB Project: CSAH 21 & ARCADIA AVENUE I HEREBY CERTIFY THAT THIS ENGINEER'S ESTIMATE WAS PREPARED BY ME OR UNDER BID DATE: MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER Project Location: PRIOR LAKE, MN UNDER THE LAWS OF THE STATE OF MINNESOTA. 3/8/2012 WSB Project No: 1964-00 DATE: LIC. NO. 19103 SAP 201-020-008 SAP 201-130-001 CP 11-001 CP 11-001 CP 11-001 CP 11-001 SAP 201-020-008 SAP 201-130-001 CP 11-001 CSAH 21 ARCADIA AVENUE SE 100% PARTICIPATING 100% PARTICIPATING 100% PARTICIPATING 100% PARTICIPATING CSAH 21 ARCADIA AVENUE SE 100% PARTICIPATING PROJECT STORM SEWER STORM SEWER (SEWER) (WATER) (WATER QUALITY) (TAX LEVY) TOTAL SHEET TAB ITEM Unit ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated ESTIMATED Estimated NO. QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY NO DESCRIPTION NOTES UNIT Price Cost Cost Cost Cost Cost Cost Cost Cost Cost Cost 7 2581.501 REMOVABLE PREFORMED PLASTIC MARKING LIN FT $1.30 3200 $4,160.00 3200 $4,160.00 7 2581.603 REMOVABLE PREFORMED PLASTIC MASK (BLACK) LIN FT $2.30 1600 $3,680.00 1600 $3,680.00 7 # 2582.501 PAVT MSSG (LT ARROW) EPOXY EACH $105.00 5 $525.00 3 $315.00 2 $210.00 # 2582.501 PAVT MSSG (RT ARROW) EPOXY EACH $105.00 2 $210.00 2 $210.00 # 2582.502 4" SOLID LINE WHITE-PAINT LIN FT $0.20 5400 $1,080.00 5400 $1,080.00 # 2582.502 4" SOLID LINE YELLOW-PAINT LIN FT $0.20 5400 $1,080.00 5400 $1,080.00 # 2582.502 4" SOLID LINE WHITE-EPOXY LIN FT $0.23 4025 $925.75 3710 $853.30 315 $72.45 # 2582.502 4" BROKEN LINE WHITE-EPOXY LIN FT $0.23 670 $154.10 670 $154.10 # 2582.502 4" SOLID LINE YELLOW-EPOXY LIN FT $0.24 1100 $264.00 1100 $264.00 # 2582.502 24" SOLID LINE YELLOW-EPOXY LIN FT $7.68 130 $998.40 130 $998.40 # 2582.502 4" DOUBLE SOLID LINE YELLOW-EPOXY LIN FT $0.48 1970 $945.60 1560 $748.80 410 $196.80 # 2582.503 CROSSWALK MARKING- EPOXY SQ FT $5.02 1118 $5,612.36 1118 $5,612.36 TOTAL $1,924,045.26 $930,961.02 $289,546.54 $199,315.03 $27,375.68 $476,846.99 $96,443.41 $123,467.07 $75,936.38 $181,000.13 ADD ALTERNATIVE NO. 1 (SIGNAL SYSTEM) # 2565.511 SIGNAL SYSTEM SIG SYS $90,730 1 $90,730.00 1 $90,730.00 1 $90,730.00 TOTAL $90,730.00 $567,576.99 $96,443.41 $123,467.07 $75,936.38 $271,730.13 TOTAL BASE BID + ALTERNATIVE NO. 1 $2,014,775.26 $567,576.99 $96,443.41 $123,467.07 $75,936.38 $271,730.13 ADD ALTERNATIVE NO. 2 (STREET LIGHTING) # J 99 2104.509 REMOVE LIGHTING UNIT EACH $167.22 17 $2,842.74 17 $2,842.74 17 $2,842.74 J 99 2545.511 LIGHTING UNIT TYPE SPECIAL 1 EACH $3,705.00 20 $74,100.00 20 $74,100.00 20 $74,100.00 J 99 2545.515 LIGHT BASE DESIGN P (MOD) EACH $723.00 20 $14,460.00 20 $14,460.00 20 $14,460.00 J 99 2545.523 2" NON-METALLIC CONDUIT LIN FT $4.69 3400 $15,946.00 3400 $15,946.00 3400 $15,946.00 J 99 2545.523 2" NON-METALLIC CONDUIT (DIRECTIONAL BORE) LIN FT $19.10 600 $11,460.00 600 $11,460.00 600 $11,460.00 J 99 2545.531 UNDERGROUND WIRE 1 COND NO 6 LIN FT $1.07 15700 $16,799.00 15700 $16,799.00 15700 $16,799.00 J 99 2545.531 UNDERGROUND WIRE 1 COND NO 2 LIN FT $1.89 800 $1,512.00 800 $1,512.00 800 $1,512.00 J 99 2545.541 SERVICE CABINET SECONDARY TYPE L2 (MOD) LIN FT $4,703.00 1 $4,703.00 1 $4,703.00 1 $4,703.00 J 99 2545.545 EQUIPMENT PAD B EACH $751.00 1 $751.00 1 $751.00 1 $751.00 J 99 2545.553 HANDHOLE EACH $718.00 4 $2,872.00 4 $2,872.00 4 $2,872.00 J 99 2545.602 SERVICE EQUIPMENT EACH $685.00 1 $685.00 1 $685.00 1 $685.00 J 99 2545.602 ELECTRICAL SERVICE EACH $0.85 1 $0.85 1 $0.85 1 $0.85 TOTAL $146,131.59 $146,131.59 $146,131.59 TOTAL BASE BID + ALTERNATIVE NO. 1 + ALTERNATIVE NO. 2 $2,160,906.85 $930,961.02 $289,546.54 $199,315.03 $27,375.68 $713,708.58 $96,443.41 $123,467.07 $75,936.38 $417,861.72 CHECK $2,160,906.85 CHECK $2,160,906.85 $713,708.58 CHECK PERCENTAGE OF PROJECT CONSTRUCTION COST PARTICIPATING (STATE AID ELIGIBLE) 67% $1,447,198.27 SEWER (CITY SEWER FUND) 4% $96,443.41 WATER (CITY WATER FUND) 6% $123,467.07 WATER QUALITY (CITY WQ FUND) 4% $75,936.38 NON-PARTICIPATING (TAX LEVY) 19% $417,861.72 100% $2,160,906.85 DOWNTOWN ENTRY MONUMENT NON-PARTICIPATING $50,000.00 FINAL RIGHT OF WAY COSTS $434,000.00 PARTICIPATING FINAL RIGHT OF WAY COSTS $5,600.00 NON-PARTICIPATING PROJECT SUPPORT COSTS $480,000.00 PARTICIPATING AND NON-PARTICIPATING BASED ON PERCENTAGE TOTAL COSTS $3,130,506.85 PARTICIPATING (STATE AID) $1,118,943.84 PARTICIPATING (COUNTY STATE AID) $650,000.00 SEWER (CITY SEWER FUND) $117,866.28 WATER (CITY WATER FUND) ADDITIONAL $150,892.68 WATER QUALITY (CITY WATER QUALITY FUND) TAX LEVY MSA ELIGIBLE $92,804.04 NON-PARTICIPATING (TAX LEVY) $1,000,000.00 $566,280.91 $433,719.09 TOTAL COSTS $3,130,506.85 Coop Agreement Appendix B 3 4/11/2012