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I il Greg Ilkka, P.E. Director of Public Works/City Engineer City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1714 Submittals are to be delivered in a sealed envelope marked "Proposal Mushtown Road and Pike Lake Trail". Respondents shall bear all costs and risks associated with preparing and submitting responses to this request for proposals. Proposals submitted for the City's consideration are required to include, but not necessarily be limited to, the information requested in the format outlined below: A. Project Understanding - A narrative which presents the firm's understanding of the project requirements and any ideas the firm may have regarding specific aspects of the project. B. Organization - Provide background of the firm with particular emphasis on its experience with projects of similar nature. c. Detailed Work Plan - A detailed work plan identifying the work tasks to be accomplished and the budget hours to be expended on each task of the two phases. The detailed work plan is to include: The firm's overall approach to the project in general terms, including a discussion of the project management philosophy of the firm and how it relates to the specific needs of the project, a detailed approach to each phase of the project, including a discussion of the tasks to be performed and; an identification of any disciplines that the firm intends to utilize. D. A detailed project schedule including: identification of key tasks required to complete the project, expected starting dates, milestone dates, and completion dates should be identified. E. Compensation - Compensation shall be classified into two categories. Engineering Design , and Bidding shall be those provided at a schedule of hourly rates and proposed with a not-to-exceed maximum project amount. An estimate of the hours required and project budget should be presented. The City reserves the right to reject any or all proposals at the full discretion of the City. PROJECT BUDGET WORKSHEET MUSHTOWN ROAD AND PIKE LAKE TRAIL, PRIOR LAKE PROJECT TASKS Principal Project CADD Graduate Word Two Man Construction TOTAL Project Personnel Engineer Manager Technician Engineer Processor Clerical Survey Crew Inspector BUDGET Rates $85.00 $84.91 $54.70 $39.71 $39.45 $26.04 $89.49 $58.72 Preparation of Proposal Hours 0 Fee $ - $ - $ - $ - $ - $ - $ - $ - $ Council Meetings Hours 2 4 6 Fee $ 170.00 $ 339.64 $ - $ - $ - $ - $ - $ - $ 509.64 Feasibility Report-Design & Text Hours 0 Fee $ - $ - $ - $ - $ - $ - $ - $ - $ Feasibility Report - ExhibitslTyping Hours 0 Fee $ - $ - $ - $ - $ - $ - $ - $ - $ Preliminary Hearings - Preparation Hours 2 2 4 4 2 2 16 Fee $ 170.00 $ 169.82 $ 218.80 $ 158.84 $ 78.90 $ 52.08 $ - $ - $ 848.44 Preliminary Hearings - Attend Hours 4 4 8 Fee $ 340.00 $ 339.64 $ - $ - $ - $ - $ - $ - $ 679.64 Prelim. Survey - HOR & Vert. Control Hours 4 24 28 Fee $ - $ - $ 218.80 $ - $ - $ - $ 2,147.76 $ - $ 2,366.56 Prelim. Survey - Topographic Data Hours 2 20 4 24 50 Fee $ - $ 169.82 $ 1,094.00 $ 158.84 $ - $ - $ 2,147.76 $ - $ 3,570.42 - Prelim. Survey - Cross Section Hours 2 20 4 24 50 Fee $ - $ 169.82 $ 1,094.00 $ 158.84 $ - $ - $ 2,147.76 $ - $ 3,570.42 Design - Engineer Hours 40 40 Fee $ - $ - $ - $ 1,588.40 $ - $ - $ - $ - $ 1,588.40 Design - Project Manager Hours 20 20 Fee $ - $ 1,698.20 $ - $ - $ - $ - $ - $ - $ 1,698.20 Design - Coordinator Review Hours 4 4 Fee $ 340.00 $ - $ - $ - $ - $ - $ - $ - $ 340.00 Engineer - Tech Coordination Hours 4 4 Fee $ - $ - $ - $ 158.84 $ - $ - $ - $ - $ 158.84 Drafting - Plans Layout Determination Hours 4 4 20 10 38 Fee $ 340.00 $ 339.64 $ 1,094.00 $ 397.10 $ - $ - $ - $ - $ 2,170.74 Drafting - Title & Detail Sheets Hours 8 8 16 Fee $ - $ - $ 437.60 $ 317.68 $ - $ - $ - $ - $ 755.28 Drafting - Plan & Profile Sheets Hours 32 12 44 Fee $ - $ - $ 1,750.40 $ 476.52 $ - $ - $ - $ - $ 2,226.92 Drafting - Cross Sections Hours 32 12 44 Fee $ - $ - $ 1,750.40 $ 476.52 $ - $ - $ - $ - $ 2,226.92 Environmental Review Submittals Hours 2 4 8 4 2 2 22 Fee $ 170.00 $ 339.64 $ 437.60 $ 158.84 $ 78.90 $ 52.08 $ - $ - $ 1,237.06 Quantity Take-Ofts Hours 2 16 18 Fee $ - $ 169.82 $ - $ 635.36 $ - $ - $ - $ - $ 805.18 PRBUDGET.XlS 4.-A d -, ,r,~ 2.,/;' PROJECT TASKS Principal Project CADD Graduate Word Two Man Construction TOTAL Project Personnel En~ineer Manager Technician Engineer Processor Clerical Survey Crew Inspector BUDGET Rates $85.00 $84.91 $54.70 $39.71 $39.45 $26.04 $89.49 $58.72 Bid Documents -Gen.Cond., Proposal, AD Hours 4 12 16 10 10 52 Fee $ 340.00 $ 1,018.92 $ - $ 635.36 $ 394.50 $ 260.40 $ - $ - $ 2,649.18 Spec. Books - Type, Print, Bind Hours 16 10 10 36 Fee $ - $ - $ - $ 635.36 $ 394.50 $ 260.40 $ - $ - $ 1,290.26 Wetland Delineation Hours 4 8 20 10 10 52 Fee $ - $ 339.64 $ 437.60 $ 794.20 $ 394.50 $ 260.40 $ - $ - $ 2,226.34 Agency Review Submittal Hours 2 2 4 Fee $ - $ 169.82 $ - $ 79.42 $ - $ - $ - $ - $ 249.24 Answer Bidder Questions Hours 2 2 4 Fee $ - $ 169.82 $ - $ 79.42 $ - $ - $ - $ - $ 249.24 Addendums Hours 2 2 Fee $ - $ - $ - $ 79.42 $ - $ - $ - $ - $ 79.42 Prep. And Attend Letting Hours 4 4 4 4 16 Fee $ - $ 339.64 $ - $ 158.84 $ 157.80 $ 104.16 $ - $ - $ 760.44 Prep. And Attend Preconstruction Meeting Hours 4 4 8 Fee $ - $ 339.64 $ - $ 158.84 $ - $ - $ - $ - $ 498.48 Review Contract Documents Hours 2 2 2 2 8 Fee $ - $ 169.82 $ - $ 79.42 $ 78.90 $ 52.08 $ - $ - $ 380.22 Basic Inspection - Inspector Hours 0 Fee $ - $ - $ - $ - $ - $ - $ - $ - $ Construction Staking Hours 0 Fee $ - $ - $ - $ - $ - $ - $ - $ - $ Change Orders & Supp. Agreements Hours 0 Fee $ - $ - $ - $ - $ - $ - $ - $ - $ Pay Vouchers Hours 0 Fee $ - $ - $ - $ - $ - $ - $ - $ - $ Review Shop Drawings Hours 0 Fee $ - $ - $ - $ - $ - $ - $ - $ - $ Assessment Calculations Hours 0 Fee $ - $ - $ - $ - $ - $ - $ - $ - $ Assessment Roll Preparation Hours 0 Fee $ - $ - $ - $ - $ - $ - $ - $ - $ Final Assessment Hearing Hours 0 Fee $ - $ - $ - $ - $ - $ - $ - $ - $ Easements Hours 4 4 4 4 16 Fee $ - $ 339.64 $ 218.80 $ 158.84 $ - $ - $ 357.96 $ - $ 1,075.24 Miscellaneous Correspondence Hours 2 2 2 6 Fee $ - $ 169.82 $ - $ - $ 78.90 $ 52.08 $ - $ - $ 300.80 TOTAL Hours 22 80 160 190 42 42 76 0 612 Fee $ 1,870.00 $ 6,792.80 $ 8,752.00 $ 7,544.90 $ 1,656.90 $ 1,093.68 $ 6,801.24 $ - $ 34,511.52 PRBUDGET.XLS PROJECT 95-07- MUSHTOWN ROAD i:!ill~:I:[.::iI::I:::Ig~~!:::(I:ftlf.~gll_lllri::::i::::::i:::::::::i:::i:Ii:::i:::i:!:::i:::i:::i:!:::i:[:::::::::::::::::::i:::::::::::::::::::::::::::::::::::::::::::::::::::I::::::::::!:I::::::::I::::::::::::::::::::::::::::::::::::::i:::I::I::::I::::::::I::::::!i::::::::::::::i: 7/17/95 95-65 AUTHORIZED FEASIBILITY REPORT (DO NOT EXCEED $5,700.00) PRESENT FEASIBILITY REPORT/ACCEPT REPORT & CALL FOR PUBLIC HEARING TO BE HELD ON 3/3/96. HOLD INFORMATIONAL MEETING WITH LAND OWNERS - FIRST CONTACT HOLD PUBLIC HEARINGI ACCEPT PROJECTI ORDER PLANS AND SPECS. HOLD ANOTHER INFORMATIONAL MEETING TO REVIEW PLANS APPROVE PLANS AND SPECS.lORDER ADVER. FOR BIDS OPEN BIDS AUTHORIZE AMOUNT TO BE ASSESSED/SCHEDULE ASSESSMENT HEARING FOR 8/4/96 CONDUCT ASSESSMENT HEARING/ADOPT ASSESSMENT ROLL,ACCEPT BIDS/AWARD CONTRACT BEGIN CONSTRUCTION COMPLETE BASE COURSE 1/20/97 2/97 3/3/97 4/97 5/19/97 6/20/97 7/7/97 8/4/97 8/11/97 9/31/97 ENGINEER'S ESTIMATE FOR: FISH POINT ROAD SAP 201-105-06 PIKE LAKE ROAD SAP 201-114-03 MUSHTOWN ROAD CITY OF PRIOR LAKE, MINNESOTA 97-02 97-17 95-07 ~ SCHEDULE 1.0 FISH POINT ROAD (STREET) 1 MOBILIZATION LS 1 15000.00 15,000.00 2 COMMON EXCAVATION CY 1105 1.75 1,933.75 3 SUBGRADE EXCAVATION CY 500 5.40 2,700.00 4 SALVAGE TOPSOIL AND RESPREAD CY 1066 3.00 3,198.00 5 SUBGRADE PREPARATION RDSTA 12 120.00 1,440.00 6 GEOTEXTILE FABRIC TYPE V SY 1500 0.90 1,350.00 7 AGGREGATE BASE, CLASS 5 TON 3850 7.00 26,950.00 8 3 " MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 10.00 9,300.00 9 TYPE 41A, 21/2" BITUMINOUS PATHWAY TON 300 50.00 15,000.00 10 TYPE 41A, WEAR COURSE MIXTURE TON 700 25.00 17,500.00 11 TYPE 318, BASE COURSE MIXTURE TON 1410 24.00 33,840.00 12 BITUMINOUS MATERIAL FOR TACK COAT GAL 220 1.50 330.00 13 ADJUST GATE VALVE EA 4 175.00 700.00 14 ADJUST FRAME AND RING CASTING EA 8 200.00 1,600.00 15 4" CONCRETE WALK SF 5786 3.00 17,358.00 16 CONCRETE CROSSWALK SPECIAL SF 360 7.00 2,520.00 17 CONCRETE CURB & GUTTER, B618 LF 4600 5.50 25,300.00 18 CONCRETE PEDESTRIAN RAMP EA 8 400.00 3,200.00 19 CONCRETE TRIANGULAR VALLEY GUTTER SF 150 4.00 600.00 20 CONCRETE VALLEY GUTTER LF 75 2.50 187.50 21 PERMANENT BARRICADE EA 2 225.00 450.00 22 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 5000 0.50 2,500.00 23 FURNISH & INSTALL SIGN PANELS, TYPE C SF 102 20.00 2,040.00 24 BALE CHECK EA 30 7.00 210.00 25 SILT FENCE, HEAVY DUTY LF 525 2.00 1,050.00 26 CATCH BASIN SEDIMENT BARRIER EA 17 50.00 850.00 27 DUST CONTROL WATER MGAL 60 15.00 900.00 28 SEED MIXTURE 500 AC 1.1 1500.00 1,650.00 29 SODDING, LAWN & BOULEVARD SY 2350 1.50 3,525.00 30 WOOD FIBER BLANKET TYPE REGULAR SY 1825 1.50 2,737.50 31 TRAFFIC CONTROL LS 500.00 500.00 32 SUBGRADE DENSITY TEST, INPLACE EA 2 40.00 80.00 33 CLASS 5 GRADATION TEST EA 2 65.00 130.00 34 CLASS 5 PROCTOR TEST EA 1 80.00 80.00 35 CLASS 5 DENSITY TEST, INPLACE EA 3 45.00 135.00 36 CONCRETE TESTING EA 9 125.00 1,125.00 37 BITUMINOUS AIR VOID TEST EA 6 125.00 750.00 38 BITUMINOUS CORE DENSITY TEST EA 6 150.00 900.00 T SCHEDULE 1.0 FISH POINT ROAD (STREET) - TOTAL $ 199,619.75 SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) 12" RC PIPE SEWER DESIGN 3006 CLASS V LF 480 24.00 11,520.00 2 15" RC PIPE SEWER DESIGN 3006 CLASS V LF 870 26.00 22,620.00 3 18" RC PIPE SEWER DESIGN 3006 CLASS III LF 70 28.00 1,960.00 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 200 8.00 1,600.00 5 CONNECT TO EXISTING MANHOLE EA 1 500.00 500.00 6 CONNECT TO EXISTING PIPE EA 1 500.00 500.00 7 CONST DRAINAGE STRUCTURE, DESIGN 48-4020 EA 9 1200.00 10,800.00 8 CONST DRAINAGE STRUCTURE, DESIGN SPECIAL EA 9 900.00 8,100.00 9 SUBGRADE PROCTOR EA 1 75.00 75.00 10 SUBGRADE DENSITY - INPLACE EA 8 40.00 320.00 T SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) - TOTAL $ 57,600.00 SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) 1 MOBILIZATION LS 1 25000.00 25,000.00 2 CLEARING AC 0.9 1200.00 1,080.00 3 GRUBBING AC 0.9 1200.00 1,080.00 4 CLEARING EA 28 120.00 3,360.00 5 GRUBBING EA 28 120.00 3,360.00 6 SALVAGE AND REINSTALL CMP LF 30 6.00 180.00 7 REMOVE BITUMINOUS SURFACE SY 280 3.50 980.00 8 COMMON EXCAVATION CY 4960 6.00 29,760.00 9 SUBGRADE EXCAVATION CY 500 5.40 2,700.00 10 TOPSOIL BORROW CY 1080 10.00 10,800.00 11 MODIFIED SELECT GRANULAR BORROW CY 1920 5.00 '9,600.00 12 GEOTEXTILE FABRIC TYPE V SY 1500 0.90 1,350.00 13 AGGREGATE BASE, CLASS 5 TON 4075 7.00 28,525.00 14 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 10.00 9,300.00 15 3" BITUMINOUS DRIVEWAY RESTORATION SY 85 15.00 1,275.00 16 TYPE 41A, WEARING COURSE MIXTURE TON 550 25.00 13,750.00 17 TYPE 31 B, BASE COURSE MIXTURE TON 900 24.00 21,600.00 18 BIT. MATERIAL FOR TACK COAT GAL 230 1.50 345.00 19 MODULAR BLOCK RETAINING WALL SF 6000 13.50 81,000.00 20 ADUST FRAME AND RING CASTING EA 3 180.00 540.00 21 4" CONCRETE WALK SF 6400 3.00 19,200.00 22 CONCRETE CURB AND GUTTER, DESIGN 8618 LF 2700 5.50 14,850.00 23 CONCRETE DRIVEWAY PAVEMENT SY 30 26.50 795.00 24 CONCRETE PEDESTRIAN RAMP EA 2 400.00 800.00 25 TRAFFIC BARRIER DESIGN A8307 LF 570 13.00 7,410.00 26 FURNISH & INSTALL SIGN PANELS, TYPE C SF 103 20.00 2,060.00 . (. 27 SILT FENCE, HEAVY DUTY LF 1200 2.00 2,400.00 28 CATCH BASIN SEDIMENT BARRIER EA 13 50.00 650.00 29 WOOD FIBER BLANKET SY 50 1.25 62.50 30 SEED MIXTURE 500 AC 1 1500.00 1,500.00 31 SODDING, LAWN & BOULEVARD SY 1600 1.50 2,400.00 32 DUST CONTROL WATER MGAL 35 15.00 525.00 33 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 6225 0.50 3,112.50 34 TRAFFIC CONTROL LS 1 2500 2,500.00 35 CLASS 5 GRADATION TEST EA 2 65.00 130.00 36 CLASS 5 PROCTOR TEST EA 1 80.00 80.00 37 CLASS 5 DENSITY- INPLACE EA 3 45.00 135.00 38 CONCRETE TESTING EA 4 125.00 500.00 39 BITUMINOUS AIR VOIDS EA 6 125.00 750.00 40 BITUMINOUS CORE DENSITY EA 6 150.00 900.00 41 SUBGRADE DENSITY-INPLACE EA 4 50.00 200.00 T SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) - TOTAL $ 306,545.00 SCHEDULE 4.0 PIKE LAKE TRAIL (STORM SEWER) 1 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 360 8.00 2,880.00 2 RANDOM RIP RAP CLASS III CY 8.5 35.00 297.50 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 EA 4 1800.00 7,200.00 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 EA 1 2500.00 2,500.00 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 72-4020 (SUMP) EA 1 1550.00 1,550.00 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN SPECIAL EA 8 900.00 7,200.00 7 CONNECT TO EXISTING STORM SEWER MANHOLE EA 1 1000.00 1,000.00 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 24.00 3,048.00 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 26.00 7,592.00 10 18" RC PIPE SEWER, DESIGN 3006 CLASS 11/ LF 552 28.00 15,456.00 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 439 31.00 13,609.00 12 30" RC PIPE SEWER, DESIGN 3006 CLASS III IF 150 35.00 5,250.00 13 30" RC PIPE APRON EA 1 800.00 800.00 14 SUBGRADEPROCTOR EA 1 75.00 75.00 15 SUBGRADE DENSITY - INPLACE EA 8 40.00 320.00 T SCHEDULE 4.0 PIKE LAKE TRAIL (STORM SEWER) - TOTAL $ 67,582.50 SCHEDULE 5.0 PIKE LAKE TRAIL (WA TERMAIN) 1 CONNECT TO EXISTING WATERMAIN EA 2 700.00 1,400.00 2 HYDRANT WITH 6" VALVE EA 5 2500.00 12,500.00 3 6" GATE VALVE EA 1 750.00 750.00 4 8" GATE VALVE EA 1 540.00 540.00 5 10" GATE VALVE EA 785.00 785.00 6 12" BUTTERFLY VALVE EA 2 1200.00 2,400.00 7 6" DIP WATERMAIN, CLASS 52 LF 163 18.00 2,934.00 8 8" DIP WATERMAIN, CLASS 52 LF 48 21.00 1,008.00 9 10" DIP WATERMAIN, CLASS 52 LF 773 25.00 19,325.00 10 12" DIP WATERMAIN, CLASS 52 LF 553 29.00 16,037.00 11 FITTINGS LBS 3150 1.50 4,725.00 12 SUBGRADEPROCTOR EA 1 75.00 75.00 13 SUBGRADE DENSITY - INPLACE EA 10 40.00 400.00 T SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) - TOTAL $ 62,404.00 SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) 8" PVC SEWER SDR 35 (10-12') DEEP LF 427 21.00 8,967.00 2 4" PVC PIPE SEWER LF 40 12.50 500.00 3 8"X4" PVC WYE EA 1 200.00 200.00 4 CONNECT TO EXISTING SANITARY SEWER MANHOLE EA 3 1000.00 3,000.00 5 48" DIAMETER SANITARY MANHOLE EA 2 1500.00 3,000.00 6 SUBGRADEPROCTOR EA 75.00 75.00 7 SUBGRADE DENSITY - INPLACE EA 2 40.00 80.00 T SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) - TOTAL $ 15,822.00 SCHEDULE 7.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION LS 1 6000.00 6,000.00 2 CLEARING AC 1 1200_00 1,200.00 3 GRUBBING AC 1 1200.00 1,200.00 4 CLEARING EA 1 120.00 120.00 5 GRUBBING EA 1 120.00 120.00 6 COMMON EXCAVATION CY 9037 6.00 54,222.00 7 SUBGRADE EXCAVATION CY 650 6.00 3,900.00 8 SALVAGE TOPSOIL AND RESPREAD CY 2775 3.00 8,325.00 9 GEOTEXTILE FABRIC TYPE V SY 1950 0.90 1,755.00 10 MODIFIED SELECT GRANULAR BORROW CY 3530 5.00 17,650.00 11 AGGREGATE BASE, CLASS 5 TON 3425 7.00 23,975.00 12 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 1210 10.00 12,100.00 13 TYPE 41A, WEAR COURSE MIXTURE TON 650 25.00 16,250.00 14 TYPE 31 B, BASE COURSE MIXTURE TON 1025 24.00 24,600.00 15 BITUMINOUS MATERIAL FOR TACK COAT GAL 340 1.50 510.00 16 TYPE 41A, 21/2" BITUMINOUS PATHWAY TON 150 50.00 7,500.00 17 BITUMINOUS DRIVEWAY SY 45 15.00 675.00 18 ADJUST HYDRANT EA 2 200.00 400.00 19 ADJUST FRAME AND RING CASTING EA 1 200.00 200.00 20 CONCRETE CURB & GUTTER, 8618 LF 4630 5.50 25,465.00 21 CONCRETE V ALLEY GUTTER SF 500 2.50 1,250.00 22 SILT FENCE, HEAVY DUTY LF 1100 2.00 2,200.00 23 BALE CHECK EA 30 7.00 210.00 24 CATCH BASIN SEDIMENT BARRIER EA 11 50.00 550.00 25 SODDING, LAWN & BOULEVARD SY 10300 1.50 15,450.00 26 SEEDING MIXTURE 500 AC 1.6 1500.00 2,400.00 27 SEEDING MIXTURE 250 AC 0.4 900.00 360.00 28 WOOD FIBER BLANKET SY 1600 1.50 2,400.00 29 DUST CONTROL WATER MGAL 60 15 900.00 30 TRAFFIC CONTROL LS 1 4000.00 4,000.00 31 SUBGRADE DENSITY TEST, INPLACE EA 4 40.00 160.00 32 CLASS 5 GRADATION TEST EA 2 65.00 130.00 33 CLASS 5 PROCTOR TEST EA 1 80.00 80.00 34 CLASS 5 DENSITY TEST, INPLACE EA 4 45.00 180.00 35 CONCRETE TESTING EA 5 125.00 625.00 36 BITUMINOUS AIR VOID TEST EA 5 125.00 625.00 37 BITUMINOUS CORE DENSITY TEST EA 5 150.00 750.00 T SCHEDULE 7.0 MUSHTOWN ROAD (STREET) - TOTAL $ 238,437.00 SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V LF 293 24.00 7,032.00 2 15" RCP CLASS V LF 28 26.00 728.00 3 18" RCP CLASS III LF 159 28.00 4,452.00 4 24" RCP CLASS III LF 44 35.00 1,540.00 5 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 1670 8.00 13,360.00 6 STORM MANHOLE 48" DIA EA 2 1200.00 2,400.00 7 STORM MANHOLE 48" DIA WITH 3' SUMP EA 1 1800.00 1,800.00 8 STORM MANHOLE 60" DIA WITH 3' SUMP EA 1 2500.00 2,500.00 9 CATCH BASIN EA 7 900.00 6,300.00 10 18" RCP APRON EA 1 500.00 500.00 11 24" RCP APRON EA 800.00 800.00 12 RIPRAP CLASS III TON 15 35.00 525.00 13 SUBGRADE PROCTOR EA 1 75.00 75.00 14 SUBGRADE DENSITY - INPLACE EA 5 40.00 200.00 T SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL $ 41,937.00 TOTAL CONSTRUCTION COST SCHEDULE 1.0 FISH POINT ROAD (STREET) SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) SCHEDULE 4.0 PIKE LAKE TRAIL (STORM SEWER) SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) SCHEDULE 7.0 MUSHTOWN ROAD (STREET) SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) $ 199,619.75 $ 57,600.00 $ 306,545.00 $ 67,582.50 $ 62,404.00 $ 15,822.00 $ 238,437.00 $ 41,937.00 - .. TOTAL CONSTRUCTION COST $ 989.947.25 AL TERNA TE 1.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION LS 1 3000.00 3,000.00 2 CLEARING AC 0.1 1200.00 120.00 3 GRUBBING AC 0.1 1200.00 120.00 4 COMMON EXCAVATION CY 1000 6.00 6.000.00 5 SUBGRADE EXCA V A TION CY 125 6.00 750.00 6 SALVAGE AND TOPSOIL RESPREAD CY 200 3.00 600.00 7 GEOTEXTILE FABRIC TYPE V CY 300 0.90 270.00 8 MODIFIED SELECT GRANULAR BORROW CY 680 5.00 3,400.00 9 AGGREGATE BASE, CLASS 5 TON 700 7.00 4.900.00 10 3" MINUS 100% CRUSHED QUARRY LIMESTONE CY 100 10.00 1,000.00 11 TYPE 41A, WEAR COURSE MIXTURE TON 130 25.00 3,250.00 12 TYPE 31 B. BASE COURSE MIXTURE TON 200 24.00 4,800.00 13 BITUMINOUS MATERIAL FOR TACK COAT GAL 67 1.50 100.50 14 TYPE 41A 2 1/2" BITUMINOUS PATH TON 45 50.00 2,250.00 15 CONCRETE CURB & GUTTER, B618 LF 835 5.50 4,592.50 16 BALE CHECK EA 10 7.00 70.00 17 CATCH BASIN SEDIMENT BARRIER EA 4 50.00 200.00 18 SILT FENCE. HEAVY DUTY LF 100 2.00 200.00 19 SODDING, LAWN & BOULEVARD SY 320 1.50 480.00 20 SEEDING MIXTURE 500 AC 0.2 1500.00 300.00 21 SEEDING MIXTURE 250 AC 0.2 900.00 180.00 22 WOOD FIBER BLANKET SY 450 1.50 675.00 23 DUST CONTROL WATER MGAL 15 15_00 225.00 24 TRAFFIC CONTROL LS 1 4000.00 4,000.00 25 SUBGRADE DENSITY TEST, INPLACE EA 1 40.00 40.00 26 CLASS 5 GRADATION TEST EA 65.00 65.00 27 CLASS 5 PROCTOR TEST EA 80.00 80.00 28 CLASS 5 DENSITY TEST, INPLACE EA 45.00 45.00 29 CONCRETE TESTING EA 125.00 125.00 30 BITUMINOUS AIR VOID TEST EA 125.00 125.00 31 BITUMINOUS CORE DENSITY TEST EA 150.00 150.00 T ALTERNATE 1.0 MUSHTOWN ROAD (STREET) - TOTAL $ 42,113.00 AL TERNA TE 2.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V LF 12 24.00 288.00 2 15" RCP CLASS V LF 38 26.00 988.00 3 18" RCP CLASS III LF 148 28.00 4,144.00 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 150 8.00 1,200.00 5 STORM MANHOLE 48" DIA EA 1 1200.00 1,200.00 6 CATCH BASIN EA 3 900.00 2,700.00 7 SUBGRADE PROCTOR EA 75.00 75.00 8 SUBGRADE DENSITY - INPLACE EA 4 45.00 180.00 T ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL $ 10,232.00 TOTAL CONSTRUCTION COST FOR ALTERNATE ALTERNATE 1.0 MUSHTOWN ROAD (STREET) ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) $ $ 42,113.00 10,232.00 TOTAL $ 52,345.00 BID TABULA nON 9 S' -07 PROJECT: FISHPOINT ROAD SAP 201.105-06 PIKE LAKE ROAD SAP 201-114-03 MUSHTOWN ROAD CITY OF PRIOR lAKE, MINNESOTA AUGUST 4,1997 HOWARD R. GREEN COMPANY OWNER: OPENING DA TE: ENGINEER: ';I@HIIIH\t~:fIII~\:\I~:IIIIf~ItI:ttI~I:~I:~:tttt::ttk::Jt::tmmmt\{{t:I::t:ttIII\:::}::::}::::: ::iffiM:t:@:tt:::IIII:t:II4m~fOO~mtt&RIIIIII\t:::::I:::mIII::f::::::IImtttt:::mt:::I ::::];@{??:t:IItmttf:I:tt?II({I:tttttttttttttttt:{{IIIt:tXmfftttt@tW:t::: ;:~:~:~:~:;:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:i:~;~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:i:~:~:~:~:~:~:~:i:~:~:~{:~:~:~:~:~:~:~:~;~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:::::;:;:;:;:;:~:~:~:~;~:~:~:~:~:;:;:; ':.:.;.:.:.:.:-:-:.:.:.:-:.:.:-:.:.:.:.:.:.:.:.:-:.:.:.:.:-:-:.:.:.:.:.:.:-:.:.:.:.:.:.:.:.:.;.:.:.:.;.:.:.:.:.:-:-:.:.:-:':':':':';':';':';',':-:':':':':':':':':':':':':':';':':':." ... .... ... .-..:.;-:.......:.:.:.:.... .....4...._...... ________......_... . ._.___...._..._.._____.. ..... ---,_........_..__._......_. SCHEDULE 1.0 FISH POINT ROAD (STREET) MOBILIZATION LS 1 2 COMMON EXCAVATION CY 1105 3 SUBGRADE EXCAVATION CY 500 4 TOPSOIL BORROW CY 1066 5 SUBGRADE PREPARATION RDSTA 12 6 GEOTEXTILE FABRIC TYPE V SY 1500 7 AGGREGATE BASE, CLASS 5 TON 3850 8 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 9 TYPE 41A, 2 1/2" BITUMINOUS PATHWAY TON 300 10 TYPE 41A, WEAR COURSE MIXTURE TON 700 11 TYPE 318, BASE COURSE MIXTURE TON 1410 12 BITUMINOUS MATERIAL FOR TACK COAT GAL 220 13 ADJUST GATE VALVE EA 4 14 ADJUST FRAME AND RING CASTING EA 8 15 4" CONCRETE WALK SF 5786 16 CONCRETE CROSSWALK SPECIAL SF 360 17 CONCRETE CURB & GUTTER, B618 LF 4600 18 CONCRETE PEDESTRIAN RAMP EA 8 19 CONCRETE TRIANGULAR VALLEY GUTTER SF 150 20 CONCRETE V ALLEY GUTTER LF 75 21 PERMANENT BARRICADE EA 2 22 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 5000 23 FURNISH & INSTALL SIGN PANELS, TYPE C SF 102 24 BALE CHECK EA 30 25 SILT FENCE, HEAVY DUTY LF 525 26 CATCH BASIN SEDIMENT BARRIER EA 17 27 DUST CONTROL WATER MGAL 60 28 SEED MIXTURE 500 AC 1.1 29 SODDING, LAWN & BOULEVARD SY 2350 30 WOOD FIBER BLANKET TYPE REGULAR SY 1825 31 TRAFFIC CONTROL LS 32 SUBGRADE DENSITY TEST. INPLACE EA 2 33 CLASS 5 GRADATION TEST EA 2 34 CLASS 5 PROCTOR TEST EA 1 35 CLASS 5 DENSITY TEST. INPLACE EA 3 36 CONCRETE TESTING EA 9 37 BITUMINOUS AIR VOID TEST EA 6 38 BITUMINOUS CORE DENSITY TEST EA 6 T SCHEDULE 1.0 FISH POINT ROAD (STREET) - TOTAl n: \clerical\l 02074BT.x1s ........................................... .............................................. .............................................................'.......................'...... .......,...................................... .............................................. ............................................... ....................................-......... .(~~M~~ijK~Qijjjt~:$(#t ........................,..................... .......................,....................-- ::::m~I:~~~@j::::::t9!t~::~E~: ::f~))){$ktt)::r:f:~f\l'$fttt::: .............-..... ........................... .................. ................-......... ..............,...'.. .................. ..................................... ........................................ ............ ... .............. ................................................-. ...............................-................. , .................................................. ..................................-.............. .................................................. ::~:i:[ffiiiiiPAt~:*~~~~~:::: :IHMti1~ffijII@gt1f::f6*g: : :{:::?::?:~~::??:{{::::~::::???J~F:::::::::~:f:::1 4.000.00 4,000.00 10,500.00 10,500.00 5.00 5,525.00 3.85 4,254.25 6.50 3,250.00 4.25 2,125.00 7.00 7,462.00 8.75 9.327.50 125.00 1,500.00 170.00 2,040.00 1.00 1,500.00 1.35 2,025.00 7.25 27,912.50 7.98 30,723.00 7.25 6,742.50 8.35 7,765.50 42.00 12,600.00 32.10 9,630.00 24.50 17.150.00 26.96 18,872.00 21.00 29.610.00 25.68 36,208.80 1.50 330.00 1.07 235.40 100.00 400.00 125.00 500.00 165.00 1,320.00 150.00 1.200.00 1.70 9,836.20 1.91 11,051.26 4.20 1,512.00 4.28 1.540.80 6.20 28,520.00 6.31 29.026.00 190.00 1,520.00 192.60 1.540.80 5.25 787.50 5.35 802.50 15.50 1.162.50 16.05 1,203.75 325.00 650.00 272.85 545.70 0.50 2,500.00 0.47 2,350.00 23.00 2.346.00 23.01 2,347.02 15.00 450.00 8.50 255.00 2.50 1,312.50 2.85 1,496.25 125.00 2,125.00 45.00 765.00 15.00 900.00 17.00 1,020.00 1,000.00 1,100.00 2,011.60 2,212.76 2.00 4.700.00 1.93 4,535.50 1.00 1,825.00 2.14 3,905.50 1,500.00 1,500.00 1,500.00 1,500.00 55.00 110.00 69.55 139.10 55.00 110.00 37.45 74.90 100.00 100.00 90.95 90.95 55.00 165.00 37.45 112.35 75.00 675.00 165.85 1,492.65 100.00 600.00 117.70 706.20 25.00 150.00 133.75 802.50 183,958.70 204,922.94 PAGE 1 SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) 12" RC PIPE SEWER DESIGN 3006 CLASS V LF 480 23.75 11,400.00 24.39 11.707.20 2 15" RC PIPE SEWER DESIGN 3006 CLASS V LF 870 25.25 21,967.50 25.70 22,359.00 3 18" RC PIPE SEWER DESIGN 3006 CLASS III LF 70 27.00 1,890.00 27.46 1,922.20 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 200 10.00 2,000.00 11.65 2,330.00 5 CONNECT TO EXISTING MANHOLE EA 500.00 500.00 750.00 750.00 6 CONNECT TO EXISTING PIPE EA 475.00 475.00 650.00 650.00 7 CONST pRAINAGE STRUCTURE, DESIGN 48-4020 EA 9 1,050.00 9,450.00 1,375.00 12,375.00 8 CONST DRAINAGE STRUCTURE, DESIGN SPECIA EA 9 825.00 7,425.00 1,250.00 11,250.00 9 SUBGRADE PROCTOR EA 1 85.00 85.00 75.00 75.00 10 SUBGRADE DENSITY - INPLACE EA 8 40.00 320.00 45.00 360.00 T SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) - TOTAl 55,512.50 63,778.40 SCHEDULE 3.0 PIKE LAKE TRAil (STREET) MOBILIZATION lS 3,000.00 3.000.00 10,500.00 10,500.00 2 CLEARING AC 0.9 2,500.00 2,250.00 2,500.00 2,250.00 3 GRUBBING AC 0.9 1.250.00 1,125.00 2,500.00 2.250.00 4 CLEARING EA 28 150.00 4,200.00 175.00 4,900.00 5 GRUBBING EA 28 110.00 3,080.00 100.00 2,800.00 6 SALVAGE AND REINSTALL CMP IF 30 15.00 450.00 15.50 465.00 7 REMOVE BITUMINOUS SURFACE SY 280 3.00 840.00 2.50 700.00 8 COMMON EXCAVATION CY 4960 3.50 17.360.00 4.25 21,080.00 9 SUB GRADE EXCAVATION CY 500 5.00 2,500.00 4.50 2,250.00 10 SALVAGE TOPSOIL RESPREAD CY 1080 2.50 2,700.00 4.50 4,860.00 11 MODIFIED SELECT GRANULAR BORROW CY 1920 7.00 13,440.00 12.49 23.980.80 12 GEOTEXTILE FABRIC TYPE V SY 1500 1.00 1,500.00 1.35 2,025.00 13 AGGREGATE BASE, CLASS 5 TON 4075 7.25 29,543.75 7.99 32,559.25 14 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 7.75 7.207.50 8.52 7,923.60 15 3" BITUMINOUS DRIVEWAY RESTORATION SY 85 42.00 3,570.00 50.29 4,274.65 16 TYPE 41A, WEARING COURSE MIXTURE TON 550 25.00 13,750.00 26.96 14.828.00 17 TYPE 31 B. BASE COURSE MIXTURE TON 900 22.00 19,800.00 25.68 23,112.00 18 BIT. MATERIAL FOR TACK COAT GAL 230 1.50 345.00 1.07 246.10 19 MODULAR BLOCK RETAINING WALL SF 6000 14.30 85,800.00 13.95 83,700.00 20 ADUST FRAME AND RING CASTING EA 3 160.00 480.00 150.00 450.00 21 4" CONCRETE WALK SF 6400 1.75 11,200.00 1.97 12,608.00 22 CONCRETE CURB AND GUTTER, DESIGN B618 LF 2700 6.30 17,010.00 6.42 17,334.00 23 CONCRETE DRIVEWAY PAVEMENT SY 30 28.00 840.00 28.89 866.70 24 CONCRETE PEDESTRIAN RAMP EA 2 190.00 380.00 192.60 385.20 25 TRAFFIC BARRIER DESIGN A8307 LF 570 13.00 7,410.00 13.48 7,683.60 26 FURNISH & INSTAlL SIGN PANELS, TYPE C SF 103 23.00 2,369.00 23.01 2,370.03 27 SilT FENCE, HEAVY DUTY IF 1200 2.75 3,300.00 2.85 3.420.00 28 CATCH BASIN SEDIMENT BARRIER EA 13 125.00 1,625.00 45.00 585.00 29 WOOD FIBER BLANKET SY 50 3.00 150.00 2.14 107.00 30 SEED MIXTURE 500 AC 500.00 500.00 2,011 .60 2,011.60 31 SODDING, LAWN & BOULEVARD SY 1600 2.00 3,200.00 1.93 3,088.00 32 DUST CONTROL WATER MGAl 35 20.00 700.00 17.00 595.00 33 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 6225 0.45 2,801.25 0.47 2,925.75 34 TRAFFIC CONTROL LS 1 55.00 55.00 4,500.00 4,500.00 35 CLASS 5 GRADATION TEST EA 2 55.00 110.00 69.55 139.10 36 CLASS 5 PROCTOR TEST EA 1 100.00 100.00 90.95 90.95 n: \clerical\l 02074BT. xls PAGE 2 '11l11tllllll,II.llllliI111!f\11;~'IIII'il ::~f~:~:~:~:~:~:~~~:~:~:f~:~:~r:~:r~:~:~:~~~~~:~:~~~:~:~~~~~~~:~:~:~~~I:~~If~I:r~:~~tr~:~:~~}t~I:~:~:~:~r:~:?f}/?~:~::::~~~~~~~~~~~~~~~~~?~;~;~;~;~:~:~:~:~:~:~'~:;:~:::~:::::??~?~! 37 CLASS 5 DENSITY- INPLACE 38 CONCRETE TESTING 39 BITUMINOUS AIR VOIDS 40 BITUMINOUS CORE DENSITY 41 SUBGRADE DENSITY-INPLACE EA EA EA EA EA T SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) - TOTAL SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STO.RM SEWER) 4" PERFORATED THERMOPLASTIC PIPE DRAIN IF 2 RANDOM RIP RAP CLASS III CY 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 4 EA 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 6 EA 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 8 EA 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN S EA 7 CONNECT TO EXISTING STORM SEWER MANHOL EA 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V IF 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V IF 10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III IF 12 24" RC PIPE SEWER. DESIGN 3006 CLASS III LF 13 27" RC PIPE SEWER, DESIGN 3006 CLASS III LF 14 36" RC PIPE SEWER, DESIGN 3006 CLASS III IF 15 36" RC PIPE APRON EA 16 SUBGRADE PROCTOR EA 17 SUBGRADE DENSITY - INPLACE EA 18 PIPE FOUNDATION MATERIAL CY T SCHEDULE 4.0 PIKE LAKE TRAil (STORM SEWER) - TOTAL SCHEDULE 5.0 PIKE LAKE TRAil (WATERMAIN) CONNECT TO EXISTING WATERMAIN EA 2 HYDRANT WITH 6" VALVE EA 3 6" GATE VALVE EA 4 8" GATE VALVE EA 5 10" GATE VALVE EA 6 12" BUTTERFLY VALVE EA 7 6" DIP WATERMAIN, CLASS 52 LF 8 8" DIP WATERMAIN, CLASS 52 IF 9 10" DIP WATERMAlN, CLASS 52 LF 10 12" DIP WATERMAlN, CLASS 50 LF 11 FITTINGS lBS n: \clerical\l 0207 4BT.xIs T...........~r.'............'T....r...'_..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . .............................................. ............................................................................................ ............................ ................ ................ .. ............ .................. .:::::.II:Rqi~lmB~::::: :::::uNif;pRlCt::::::1'otAt:muce: ::::::::::::r:::~f::t}t}}:::I::::I:(iEt%}::: ................" ........... .......... . "mn ill".111 ):::::::::::::::t$f.)(({((({:::}jJ)){:}tt 3 55.00 165.00 37.45 112.35 4 75.00 300.00 165.85 663.40 6 100.00 600.00 117.70 706.20 6 25.00 150.00 133.75 802.50 4 55.00 220.00 37.45 149.80 266,126.50 306,298.58 360 9.50 3,420.00 11.65 4,194.00 8.5 53.00 450.50 69.50 590.75 2 1,050.00 2,100.00 1,375.00 2,750.00 3 1,490.00 4,470.00 1,975.00 5,925.00 1 2,400.00 2,400.00 4.375.00 4,375.00 8 825.00 6,600.00 1,250.00 10,000.00 475.00 475.00 750.00 750.00 127 23.00 2,921.00 24.38 3,096.26 292 24.30 7,095.60 25.70 7,504.40 552 26.30 14,517.60 27.46 15,157.92 122 28.50 3,477.00 29.93 3,651.46 255 30.30 7,726.50 32.24 8,221.20 184 36.60 6,734.40 38.99 7,174.16 150 50.50 7,575.00 56.36 8,454.00 1 1,250.00 1,250.00 974.86 974.86 1 80.00 80.00 75.00 75.00 8 38.00 304.00 45.00 360.00 50 13.70 685.00 16.75 837.50 72.281.60 84,091.51 2 480.00 960.00 750.00 1.500.00 5 1,750.00 8,750.00 1.863.81 9,319.05 1 455.00 455.00 471.44 471.44 600.00 600.00 881.50 881.50 1 840.00 840.00 881.61 881.61 2 775.00 1,550.00 878.10 1,756.20 163 16.50 2,689.50 17.70 2,885.10 48 19.20 921.60 18.97 910.56 773 21.80 16,851.40 20.88 16,140.24 553 23.30 12,884.90 24.19 13,377.07 3150 1.55 4.882.50 1.38 4.347.00 PAGE 3 12 SUBGRADE PROCTOR EA 1 80.00 80.00 75.00 75.00 13 SUBGRADE DENSITY - INPLACE EA 10 40.00 400.00 45.00 450.00 14 PIPE FOUNDATION MATERIAL CY 50 14.00 700.00 16.85 842.50 SCHEDULE 5.0 PIKE lAKE TRAIL (WATERMAIN) - TOTAL 52,564.90 53,837.27 SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) 8" PVC SEWER SDR 35 (10-12') DEEP LF 427 16.00 6.832.00 23.50 10,034.50 2 4" PVC PIPE SEWER LF 40 8.80 352.00 12.00 480.00 3 8")(4" PVC WYE EA 1 29.00 29.00 47.75 47.75 4 CONNECT TO EXISTING SANITARY SEWER MANH EA 3 500.00 1,500.00 750.00 2.250.00 5 48" DIAMETER SANITARY MANHOLE EA 2 1,425.00 2,850.00 1,675.00 3,350.00 6 SUBGRADE PROCTOR EA 80.00 80.00 75.00 75.00 7 SUBGRADE DENSITY - INPLACE EA 2 40.00 80.00 45.00 90.00 8 PIPE FOUNDATION MATERIAL CY 50 14.00 700.00 16.85 842.50 T SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) - TOTAL 12,423.00 17,169.75 SCHEDULE 7.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION LS 3,500.00 3.500.00 10,500.00 10,500.00 2 CLEARING AC 3.000.00 3,000.00 2,250.00 2.250.00 3 GRUBBING AC 1,750.00 1,750.00 2,250.00 2,250.00 4 CLEARING EA 400.00 400.00 175.00 175.00 5 GRUBBING EA 250.00 250.00 125.00 125.00 6 COMMON EXCAVATION CY 9037 2.50 22.592.50 4.25 38.407.25 7 SUBGRADE EXCAVATION CY 650 4.25 2.762.50 4.75 3,087.50 8 SAlVAGE TOPSOIL AND RESPREAD CY 2775 1.75 4,856.25 4.SO 12,487.50 9 GEOTEXTILE FABRIC TYPE V SY 1950 1.00 1,950.00 1.35 2.632.50 10 MODIFIED SELECT GRANULAR BORROW CY 3530 8.00 28,240.00 12.49 44.089.70 11 AGGREGATE BASE, CLASS 5 TON 3425 7.25 24,831.25 7.99 27,365.75 12 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 1210 7.75 9,377.50 8.35 10,103.50 13 TYPE 41A, WEAR COURSE MIXTURE TON 650 25.00 16,250.00 26.96 17,524.00 14 TYPE 31 B, BASE COURSE MIXTURE TON 1025 21.00 21,525.00 25.68 26.322.00 15 BITUMINOUS MATERIAL FOR TACK COAT GAL 340 1.50 510.00 1.07 363.80 16 TYPE 41A, 2112" BITUMINOUS PATHWAY TON 150 42.00 6,300.00 32.10 4,815.00 17 BITUMINOUS DRIVEWAY SY 45 9.00 405.00 7.49 337.05 18 ADJUST HYDRANT EA 2 225.00 450.00 350.00 700.00 19 ADJUST FRAME AND RING CASTING EA 1 250.00 250.00 150.00 150.00 20 CONCRETE CURB & GUTTER. B618 LF 4630 6.15 28,474.50 6.31 29,215.30 21 CONCRETE VALLEY GUTTER SF 500 4.20 2,100.00 4.28 2,140.00 22 SILT FENCE. HEAVY DUTY LF 1100 2.75 3,025.00 2.85 3.135.00 23 BALE CHECK EA 30 15.00 450.00 8.50 255.00 24 CATCH BASIN SEDIMENT BARRIER EA 11 125.00 1,375.00 50.00 550.00 25 SODDING, LAWN & BOULEVARD SY 10300 2.00 20,600.00 1.93 19,879.00 26 SEEDING MIXTURE SOO AC 1.6 1,000.00 1,600.00 2,011.60 3,218.56 27 SEEDING MIXTURE 250 AC 0.4 1,000.00 400.00 5,221.60 2,088.64 28 WOOD FIBER BLANKET SY 1600 1.75 2,800.00 2.14 3,424.00 29 DUST CONTROL WATER MGAl 60 10.00 600.00 17.00 1,020.00 30 TRAFFIC CONTROL LS 55.00 55.00 6.500.00 6,500.00 31 SUBGRADE DENSITY TEST, INPLACE EA 4 55.00 220.00 37.45 149.80 32 CLASS 5 GRADATION TEST EA 2 100.00 200.00 69.55 139.10 33 CLASS 5 PROCTOR TEST EA 55.00 55.00 90.95 90.95 34 CLASS 5 DENSITY TEST, INPLACE EA 4 75.00 300.00 37.45 149.80 35 CONCRETE TESTING EA 5 100.00 500.00 165.85 829.25 36 BITUMINOUS AIR VOID TEST EA 5 50.00 250.00 117.70 588.50 37 BITUMINOUS CORE DENSITY TEST EA 5 25.00 125.00 133.75 668.75 T SCHEDULE 7.0 MUSHTOWN ROAD (STREET) - TOTAL 212,329.50 277,727.20 n: \clerical\] 02074BT. xIs PAGE 4 SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) 12" RCP CLASS V LF 293 23.60 6.914.80 24.38 7,143.34 2 15" RCP CLASS V LF 28 25.00 700.00 25.70 719.60 3 18" RCP CLASS III LF 159 26.80 4,261.20 27.46 4,366.14 4 24" RCP CLASS III LF 44 30.80 1,355.20 32.89 1,447.16 5 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 1670 9.50 15,865.00 9.85 16,449.50 6 STORM MANHOLE 48" OrA EA 2 1,000.00 2,000.00 1,375.00 2,750.00 7 STORM MANHOLE 48" DIA WITH 3' SUMP EA 1 1,200.00 1,200.00 1,525.00 1,525.00 8 STORM MANHOLE 60" D1A WITH 3' SUMP EA 1 1,850.00 1,850.00 2.375.00 2,375.00 9 CATCH BASIN EA 7 840.00 5,880.00 1,275.00 8,925.00 10 18" RCP APRON EA 1 590.00 590.00 525.00 525.00 11 24" RCP APRON EA 1 775.00 775.00 595.00 595.00 12 RIPRAP CLASS III TON 15 55.00 825.00 38.50 577.50 13 SUBGRADE PROCTOR EA 1 80.00 80.00 75.00 75.00 14 SUBGRADE DENSITY - INPLACE EA 5 40.00 200.00 45.00 225.00 15 PIPE FOUNDATION MATERIAL CY 100 14.00 1,400.00 16.85 1,685.00 T SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL 43,896.20 49,383.24 TOTAL CONSTRUCTION COST SCHEDULE 1.0 FISH POINT ROAD (STREET) 183.958.70 204,922.94 SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) 55,512.50 63,778.40 SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) 266,126.50 306,298.58 SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER) 72,281.60 84.091.51 SCHEDULE 5.0 PIKE LAKE TRAIL (WA TERMAIN) 52,564.90 53,837.27 SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) 12,423.00 17,169.75 SCHEDULE 7.0 MUSHTOWN ROAD (STREET) 212,329.50 277,727.20 SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) 43,896.20 49,383.24 TOTAL CONSTRUCTION COST 899.092.90 1,057,208.89 ALTERNATE 1.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION lS 1 2,200.00 2,200.00 7,500.00 7,500.00 2 CLEARING AC 0.1 3,000.00 300.00 5,000.00 500.00 3 GRUBBING AC 0.1 2,000.00 200.00 5,000.00 500.00 4 COMMON EXCAVATION CY 1000 4.00 4,000.00 5.25 5,250.00 5 SUBGRADE EXCAVATION CY 125 6.00 750.00 5.50 687.50 6 SALVAGE AND TOPSOIL RESPREAD CY 200 3.50 700.00 4.50 900.00 7 GEOTEXTllE FABRIC TYPE V CY 300 1.00 300.00 1.35 405.00 8 MODIFIED SELECT GRANULAR BORROW CY 680 7.50 5.100.00 12.79 8,697.20 9 AGGREGATE BASE, CLASS 5 TON 700 8.00 5,600.00 8.50 5,950.00 10 3" MINUS 100% CRUSHED QUARRY LIMESTONE CY 100 9.00 900.00 8.75 875.00 11 TYPE 41A, WEAR COURSE MIXTURE TON 130 28.75 3,737.50 28.89 3,755.70 12 TYPE 31 B, BASE COURSE MIXTURE TON 200 25.00 5,000.00 27.82 5.564.00 13 BITUMINOUS MATERIAL FOR TACK COAT GAL 67 2.00 134.00 1.07 71.69 14 TYPE 41A 21/2" BITUMINOUS PATH TON 45 55.00 2.475.00 32.10 1,444.50 15 CONCRETE CURB & GUTTER, B618 LF 835 7.35 6,137.25 7.49 6,254.15 16 BALE CHECK EA 10 20.00 200.00 8.50 85.00 17 CATCH BASIN SEDIMENT BARRIER EA 4 125.00 500.00 50.00 200.00 18 SILT FENCE, HEAVY DUTY LF 100 1.50 150.00 3.50 350.00 19 SODDING, LAWN & BOULEVARD SY 320 3.00 960.00 4.82 1,542.40 20 SEEDING MIXTURE 500 AC 0.2 1,500.00 300.00 3,937.60 787.52 21 SEEDING MIXTURE 250 AC 0.2 1,500.00 300.00 5.221.60 1,044.32 22 WOOD FIBER BLANKET SY 450 1.50 675.00 2.68 1,206.00 23 DUST CONTROL WATER MGAL 15 200.00 3,000.00 20.00 300.00 24 TRAFFIC CONTROL LS 1 55.00 55.00 1,750.00 1,750.00 25 SUBGRADE DENSITY TEST, INPLACE EA 1 65.00 65.00 37.45 37.45 26 CLASS 5 GRADATION TEST EA 1 65.00 65.00 69.55 69.55 27 CLASS 5 PROCTOR TEST EA 1 75.00 75.00 90.95 90.95 28 CLASS 5 DENSITY TEST, INPLACE EA 1 75.00 75.00 37.45 37.45 n:\c1erical\ 1 02074BT. xls PAGES 29 CONCRETE TESTING EA 75.00 75.00 30 BITUMINOUS AIR VOID TEST EA 75.00 75.00 31 BITUMINOUS CORE DENSITY TEST EA 75.00 75.00 T ALTERNATE 1.0 MUSHTOWN ROAD (STREET) - TOTAL 44.178.75 ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V LF 12 23.60 283.20 2 15" RCP CLASS V LF 38 25.00 950.00 3 18" RCP CLASS III LF 148 26.50 3.922.00 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 150 9.50 1,425.00 5 STORM MANHOLE 48" D1A EA 1 1,000.00 1.000.00 6 CATCH BASIN EA 3 850.00 2.550.00 7 SUBGRADE PROCTOR EA 1 80.00 80.00 8 SUBGRADE DENSITY - INPLACE EA 4 40.00 160.00 T ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL 10.370.20 ALTERNATE 3.0 PIKE lAKE TRAIL (STORM SEWER) 1 4" PERFORATED THERMPLASTIC PIPE DRAIN LF 360 9.50 3,420.00 2 RANDOM RIP RIP CLASS III CY 8.5 55.00 467.50 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 4 EA 4 1,025.00 4,100.00 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 6 EA 1 1,500.00 1,500.00 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 7 EA 1 2,400.00 2,400.00 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN S EA 8 850.00 6.800.00 7 CONNECT TO EXISTING STORM SEWER MANHOL EA 1 475.00 475.00 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 23.00 2.921.00 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 24.50 7.154.00 10 18" RC PIPE SEWER. DESIGN 3006 CLASS III LF 552 26.30 14.517.60 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 439 28.50 12.511.50 12 30" RC PIPE SEWER. DESIGN 3006 CLASS III LF 150 41.00 6.150.00 13 30" RC PIPE APRON EA 1 950.00 950.00 14 SUBGRADE PROCTOR EA 1 80.00 80.00 15 SUBGRADE DENSITY - IN PLACE EA 8 40.00 320.00 16 PIPE FOUNDATION MATERIAL CY 50 14.00 700.00 T ALTERNATE 3.0 PIKE LAKE TRAIL {STORM SEWER)-TOTAL 64.466.60 TOTAL CONSTRUCTION COST FOR ALTERNATE ALTERNATE 1.0 MUSHTOVVN ROAD (STREET) 44.178.75 ALTERNATE 2.0 MUSHTOVVN ROAD (STORM SEWER) 10,370.20 ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER) 64,466.60 TOTAL 119.015.55 I HEREBY CERTIFY TIIA T TIIIS IS AN ACCURATE TABULA nON OF THE BIDS . CEIVED FOR mE ABO~ PROJECT \ ' ~)~ NMIE: eRAI L. EBELING. P.E. ~ DATE: AUGUS' 4, 1997 MN REG. NO.: 12025 165.85 117.70 133.75 25.69 27.01 28.76 11.65 1,400.00 1.325.00 85.00 55.00 11.65 73.50 1.375.00 1,975.00 3.275.00 1.275.00 750.00 24.38 25.70 27.46 30.24 43.46 777.57 85.00 55.00 16.85 n: \c1erical\! 02074BT. xis PAGE 6 165.85 117.70 133.75 56.272.68 308.28 1,026.38 4,256.48 1.747.50 1,400.00 3.975.00 85.00 220.00 13,018.64 4,194.00 624.75 5.500.00 1,975.00 3.275.00 10,200.00 750.00 3,096.26 7.504.40 15.157.92 13.275.36 6.519.00 777.57 85.00 440.00 842.50 74.216.76 56.272.68 13.018.64 74.216.76 143.508.08 MUSHTOWN ROAD AL TERNA TE SCHEDULE 1.1 1 Clearing & Grubbing ACRE 0.13 $ 3,000.00 $ 397.50 2 Common Excavation CY 3211 $ 3.00 $ 9,631.50 3 Select Granular Borrow CY 709 $ 8.00 $ 5,672.00 4 Aggregate Base, Class 5 TON 671 $ 7.50 $ 5,032.50 5 Type 41A, Wear Course Mixture TON 155 $ 25.00 $ 3,876.67 6 Type 31 B, Base Course Mixture TON 244 $ 22.00 $ 5,360.87 7 Bituminous Material for Tack Coat GAL 81 $ 1.20 $ 96.67 8 B618 Curb & Gutter LF 1160 $ 5.65 $ 6,554.00 9 8' Bit. Trail SY 1511 $ 5.25 $ 7,932.75 10 Silt Fence, Heavy Duty LF 680 $ 3.00 $ 2,040.00 11 Seeding, Mixture #500 ACRE 0.4 $ 2,000.00 $ 800.00 12 Sodding, Lawn & Boulevard SY 389 $ 2.20 $ 855.80 13 Topsoil Borrow CY 43 $ 9.00 $ 389.25 $ 48,639.51 Contingency (5%) $ 2,431.98 Use (5,000 for RW) $ 5,000.00 Estimated Constuction Cost $ 56,071.48 Engineering,survey,inspect.,etc. 30% $ 16,821.44 Total Project Cost $ 72,892.93 MUSHTOWN ROAD SCHEDULE 1.0: NON-ASSESSABLE 1 7 to 9 ton Road Upgrade Ton 856 $ 7.50 $ 6,420.00 $ 6,420.00 Contingency (5%) $ 321.00 Estimated Constuction Cost $ 6,741.00 Engineering,survey,inspect.,etc. (30%) $ 2,022.30 Total Project Cost $ 8,763.30 SCHEDULE 1.1: NON-ASSESSABLE 1 8' Bit. Trail SY 1511 $ 5.25 $ 7,932.75 2 7 to 9 ton Road Upgrade Ton 1074 $ 7.50 $ 8,055.00 $ 15,987.75 Contingency (5%) $ 799.39 Estimated Constuction Cost $ 16,787.14 Engineering,survey,inspect.,etc. (30%) $ 5,036.14 Total Project Cost $ 21,823.28 J: bA 1- -4J 0- .. '-w ~~ ~~~ ~" .J;t-4 :J - a ~~ .Jl I I'" ,,~ ~~ ~ ~J...(~ ~ Q \(l 'l':t:- ~S~3 ~ t '-oJ t4011!-: l"t:..c:'".,.. a..p f:JL.#tt S \,...-., ~~,.. T~ ~~....ht-\l1) t.e..\""~A 1 K\~. 'U>o. v.l1~~ of=. \,..().,. tf!, ?, "f'1!.. ~ ~ O. ~~,... Ac::.44- .....tLD ~ .. u.... , \L _P ~ \"\H."';, I \\I~O" ,,\~, b'Z-l.~ I \00' $J,..TISAG'-",- ~~ ~.O.\M. t-\~~,.O~~ ~t1 \ l) 6L 'Z t'( 3 ". ~ ~ ~~~ ::>elf o \1"'.. ~ \l uJ li'~\'J".x -( G .l(eQ~ \1\\1\ % ,,J J _ "....1 1> -07 t() -:t t- O -l .Jt \ .,jf Ilvl \leD ~~ " :) \'t\J ... .. I- .9 ~! .4(rl Q \f\z .. :) ~...l '" :I \- .9 \ ~f ~~ -<l~ \{\:l . :) ~.J l- "- "i. k>Z, / / " v;.: " ~~ ':'-1 / I' ~~, ~ , ".~) / '^ '\ , . ~; ::; , ' ",., " '- / ''!,. C ~", / ,,/' ? I' / '" -~ ~ ( " ,. / j... .... / "" ~f .r, I ' . , - - 'f "'- ~':.)I " / / " / "'- ~ I I I ~~ /' / / I / 1', '" (:) I I I, I" , ".0 /', I / /', '\ ";):~ I / " ,'. ,i ", '" \') I 'I / '\ , '.- (' ii' / I I I " '\ . , t.] t - - - -' . L - - - - -:-' i . L - - - - - - -~ ,_",:. \ .-;. ' .' _ ,.f.. \.,.' ,.. 'ii, / \~ ;,:~"n:) ~ '- - ~ "- , , ".j ~O\JT~ \.. \""~ 0 ~ ~E. '" \/'2. D'P "'~E. ~1t.- '/4- (-(~ ,~. 1\ -r 1 \ 4 tz. 1. '2- :t t Q 2. ~~ t..O ~ ~'? ~ ~ 0'" 4( ~~ l.,.. C'e.os.Cow:. cP' 110,,", : T\+ b..,.. 'P ~JE...'" .,r=- "'~'f, Sou,- ~ \U ~-r" ~ l:' J,,13-n.e. ~ ,,6+, ~~'1"~~~~-r 4lV~C.T'e"..c.... Pi=- <~""~M OJ \O~HS"'IP "-4) ~~lIt'" ~'2. I ~~ ~Vt-lT\f, ~l~I'-l"'~orA -1 I..,,('~ .O'-'1""~WIi-~T'"'~Y -6';- ~ ~ ~t:. HT'J..IZ.l,;~fot~ Pl=- ~V~ ~T"~ ""'tool ~~~. ~c,A l,... E..: ,".. '2.00 · p~ A.~D ~'( t " t c-~ p..2.p L. \oJ"'o 1:;1 ~ ~,~ A4-1- ~ 2-~c. II/I'/"'''? PtzDPt::'~'E..1:' ~t.)t>PIVI~'O~ O~ ~A1ZG~ n,-- 21+~~S (}; D \.l ,.. A. I U I t-4 bf I 0 I .:s!' A. c..cz, ~ it' T'A l..- 522'-7 3/4# r o q \- 6 y~, " ~ 17526 MUSHTOVN RD 309'-;6" 210'-7 3/1t" --218'-3 7/8" exIsT; 5.0 o.cres 174'-10 13/16" 'i- 't(. \::iT" . 3.0 acr-es 11 / 16" 241'-6 3/8" 2.5 o.cres nu>P~ sa 1:) \-l .e.. 'IJ "D ~ \ \I E- t.. 0 c... A -r 10 .-..l 5>> , ~ 2.5 acres ~~ ifl <I~ ,,-9 .., 0'" _~6"\v ~~ ~ H.o2--TH ~_ '\ \--lO I T1::' ? Go A. \....tL- < 711 Schedule 1.0 - to city limits Total Project Cost Woodridge 3rd Letter of Credit Upgrade From 7 to 9 Ton Net Project Cost Windstar Assessable Front Footage (FF) Windstar Cost = rate*FF Woodridge 3rd Letter of Credit illllllllllllllllllllllllllllllllllll!!!!!!!!!!!!!!!!!!!!!!!!!II.!!!_~IIIJIIIIIIr:::::: Preliminary Estimate Mushtown Road Project 95-07 $303,301 - $85,177 - $8.763 $209,361 150 $9,226 + $85.177 illllllllllllllllllllllllllllllllllllllllll Schedule 1.1 - includinl: road extention Total Project Cost $376,194 W oodridge 3rd Letter of Credit Upgrade From 7 to 9 Ton Bike Path Along Road Net Project Cost Windstar Assessable Front Footage (FF) Windstar Cost = rate*FF W oodridge 3rd Letter of Credit tlllllll'III'III..i;!~~\lll'IIIIIIIIIIIJ - $85,177 - $10,995 - $10.828 $269,194 150 $8,863 + $85.177 :111111111. Total Project Front Footage (FF) 4467 Woodridge 3rd Assessable Front Footage (FF) - Net Project Front Footage (FF) 1063 3404 Project Rate = cost/net FF $61.50 Township Front Footage (FF) 3254 Township Cost = rate*FF $200,135 Upgrade From 7 to 9 Ton + $8.763 IIIII!!!!!!!!!!!!!I!!!!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIII'..IIIIIIIIIIIIIIIIIIIIIIIIIIIII!!!!!!!!!!!!!!!!lllllllllllllllllllllllllllllllllllllliiiiiiiilII Total Project Front Footage (FF) 5619 Woodridge 3rd Assessable Front Footage (FF) - Net Project Front Footage (FF) 1063 4556 Project Rate = cost/net FF $59.09 Township Front Footage (FF) Township Cost = rate*FF Upgrade From 7 to 9 Ton Bike Path Along Road 4406 $260,331 + $10,995 + ,$10.828. l$:~ :-~- ]!!!!III!!liJIIC'11 MUSHTOWN ROAD SCHEDULE 1.Q 1 Mobilization LS 1 $ 10,000.00 $ 10,000.00 2 Remove Bit. Pavement SY 267 $ 1.50 $ 400.50 3 Clearing & Grubbing ACRE 0.53 $ 3,000.00 $ 1,590.00 4 Common Excavation CY 12842 $ 3.00 $ 38,526.00 5 Select Granular Borrow CY 2811 $ 8.00 $ 22,488.00 6 Aggregate Base, Class 5 TON 2661 $ 7.50 $ 19,957.50 7 Type 41A, Wear Course Mixture TON 615 $ 25.00 $ 15,375.00 8 Type 31 B, Base Course Mixture TON 966 $ 22.00 $ 21,252.00 9 Bituminous Material for Tack Coat GAL 319 $ 1.20 $ 382.80 10 B618 Curb & Gutter LF 4600 $ 5.65 $ 25,990.00 11 Bituminous Driveway SY 175 $ 12.75 $ 2,231.25 12 Draintile LF 600 $ 6.00 $ 3,600.00 13 15" RC Pipe Sewer, Design 3006 CL V LF 356 $ 24.00 $ 8,544.00 14 18" RC Pipe Sewer, Design 3006 CL III LF 78 $ 28.00 $ 2,184.00 15 15" FES EA 3 $ 350.00 $ 1,050.00 16 18" FES EA 1 $ 375.00 $ 375.00 17 2 X 3 CB EA 2 $ 1,000.00 $ 2,000.00 18 Storm MH-48" EA 1 $ 1,250.00 $ 1,250.00 19 Storm MH-60" Sumped EA 3 $ 1,300.00 $ 3,900.00 20 Class III Rip-Rap CY 11.6 $ 25.00 $ 290.00 21 Geotextile for FES SY 21 $ 1.20 $ 25.20 22 Catch Basin Sediment Barrior EA 6 $ 125.00 $ 750.00 23 Signs LS 1 $ 1,000.00 $ 1,000.00 24 Silt Fence, Heavy Duty LF 2700 $ 3.00 $ 8,100.00 25 Seeding, Mixture #500 ACRE 1.6 $ 2,000.00 $ 3,200.00 26 Sodding, Lawn & Boulevard SY 1556 $ 2.20 $ 3,423.20 27 Topsoil Borrow CY 173 $ 9.00 $ 1,557.00 28 Subgrade Density Test, In-Place EA 10 $ 40.00 $ 400.00 29 Class 5 Gradation Test EA 2 $ 60.00 $ 120.00 30 Class 5 Proctor Test EA 1 $ 75.00 $ 75.00 31 Class 5 Density Test, In-Place EA 6 $ 50.00 $ 300.00 32 Cone. Cylinder Compressive Test EA 6 $ 125.00 $ 750.00 33 Cone. Air Entrainment Test EA 6 $ 75.00 $ 450.00 34 Cone. Slump Test EA 6 $ 75.00 $ 450.00 35 Bituminous Extraction EA 2 $ 95.00 $ 190.00 36 Bituminous Gradation EA 3 $ 125.00 $ 375.00 37 Bituminous Air Void Test EA 3 $ 100.00 $ 300.00 38 Bituminous Core Density Test EA 3 $ 100.00 $ 300.00 $ 203,151.45 Contingency (5%) $ 10,157.57 Use (20,000 for RW) $ 20,000.00 Estimated Constuction Cost $ 233,309.02 Eng ineering ,su rvey , inspect., etc. 30% $ 69,992.71 Total Project Cost $ 303,301.73