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BudgetStreet Repair Budget (Sales Tax) FY 2008-2009 Item 1 2 3 4 5 Total FY 2009-2010 Item 1 2 3 4 5 Total Description Geotechnical investigation of Belt Line Road Geotechnical investigation of streets to be repaired Dobecka, Clear Creek & Hertz Engineering & Surveying Shadowcrest & Willow Springs Surveying Beltline Road Rehabilitation Description Dobecka Street Reconstruction Clear Creek Street Reconstruction Hertz Road Reconstruction Shadowcrest Reconstruction Willow Springs Reconstruction Cost 20000 10000 191995.375 60000 500000 781995.375 Cost 363154 799224.25 757575.5 1380104 1382496.5 4682554.25 Status Ready to begin Pending Proposal Expedite this year's projects Pending Proposal Estimate Initial Budget Amount Status Preliminary Design Preliminary Design Preliminary Design Initial Budget Amount Opinion of Probable Construction Cost Street Reconstruction - Dobecka (Sandy Lake to Cul-de-sac) Item No. Street, Driveway, & Sidewalk 1 2 3 4 5 6 7 8 9 10 11 12 Sub-Total - Street Utilities & Drainage 13 14 15 16 17 18 19 Sub-Total - Utilities Contingencies (10%) Grand Total Design Engineer (10%) Quantity 1 2400 340 54 2560 2400 480 200 1 1 1 1 580 2 15 580 15 3 1160 Unit LS SY SY TON SY SY SY SY LS LS LS LS LF EA EA LF EA EA LF Description Mobilization & Demobilization Remove & Dispose of Concrete Paving with Curb Remove & Dispose of Concrete Sidewalk Lime Slurry (42#/SY) Lime Stabilized Subgrade 6" Reinforced Concrete Pavement with Monolithic Curb 4' Sidewalk 6" Concrete Driveway Remove & Replace Street Signage Replace Sod & Restore Irrigation Systems Furnish, Install, Maintain & Remove Traffic Control Devices Furnish, Install, Maintain & Remove Erosion Control Devices 8" PVC Sanitary Sewer 4' Diameter Sewer Manhole New Sanitary Sewer Service 8" PVC DR-14 Water Line New Water Service Fire Hydrant Assembly Trench Safety Unit Price 35000 8 6 110 2 40 50 50 1500 12000 1500 1500 45 3500 1500 50 1500 2500 1.5 Total Price 35000 19200 2040 5940 5120 96000 24000 10000 1500 12000 1500 1500 213800 26100 7000 22500 29000 22500 7500 1740 116340 33014 363154 36315.4 Opinion of Probable Construction Cost Street Reconstruction - Clear Creek (Willow Springs to Sandy Knoll) Item No. Street, Driveway, & Sidewalk 1 2 3 4 5 6 7 8 9 10 11 12 13 Sub-Total - Street Utilities & Drainage 14 15 16 17 18 19 20 21 22 23 24 25 26 Sub-Total - Utilities Contingencies (10%) Grand Total Design Engineer (10%) Quantity 1 4875 1390 110 5180 4875 30 1390 4 1 1 1 1 1400 4 40 1 1600 1 1 40 3 2 65 30 3095 Unit LS SY SY TON SY SY SY SY EA LS LS LS LS LF EA EA LS LF EA LS EA EA EA LF LF LF Description Mobilization & Demobilization Remove & Dispose of Concrete Paving with Curb Remove & Dispose of Concrete Sidewalk Lime Slurry (42#/SY) Lime Stabilized Subgrade 6" Reinforced Concrete Pavement with Monolithic Curb 6" Concrete Alley 4' Sidewalk Construct ADA Accesible Curb Ramp Remove & Replace Street Signage Replace Sod & Restore Irrigation Systems Furnish, Install, Maintain & Remove Traffic Control Devices Furnish, Install, Maintain & Remove Erosion Control Devices 8" PVC Sanitary Sewer 4' Diameter Sewer Manhole New Sanitary Sewer Service Cut, Plug, & Abandon Existing Sewer line and Manholes 8" PVC DR-14 Water Line 12" x 8" Tapping Sleeve & Valve Cut, Plug, & Abandon Existing Water Line New Water Service Fire Hydrant Assembly Construct 10' Curb Inlet 21" RCP storm Drain 18" RCP Storm Drain Trench Safety Unit Price 65000 8 6 110 2 40 50 40 1300 1500 18000 3000 3000 45 3500 1500 2000 50 2000 2000 1500 2500 3500 75 65 1.5 Total Price 65000 39000 8340 12100 10360 195000 1500 55600 5200 1500 18000 3000 3000 417600 63000 14000 60000 2000 80000 2000 2000 60000 7500 7000 4875 1950 4642.5 308967.5 72656.75 799224.25 79922.425 Opinion of Probable Construction Cost Street Reconstruction - Hertz (Sandy Lake to Wesbury) Item No. Street, Driveway, & Sidewalk 1 2 3 4 5 6 7 8 9 10 11 12 13 Sub-Total - Street Utilities & Drainage 14 15 16 16 17 18 19 20 21 21 22 23 26 Sub-Total - Utilities Contingencies (10%) Grand Total Design Engineer (10%) Quantity 1 5080 1080 113 5340 5000 340 1080 4 1 1 1 1 1250 3 17 1 1 1300 1 1 17 1 2 8 2550 Unit LS SY SY TON SY SY SY SY EA LS LS LS LS LF EA EA EA LS LF EA LS EA EA EA EA LF Description Mobilization & Demobilization Remove & Dispose of Concrete Paving with Curb Remove & Dispose of Concrete Sidewalk Lime Slurry (42#/SY) Lime Stabilized Subgrade 8" Reinforced Concrete Pavement with Monolithic Curb 6" Concrete Driveway 4' Sidewalk Construct ADA Accesible Curb Ramp Remove & Replace Street Signage Replace Sod & Restore Irrigation Systems Furnish, Install, Maintain & Remove Traffic Control Devices Furnish, Install, Maintain & Remove Erosion Control Devices 8" PVC Sanitary Sewer 4' Diameter Sewer Manhole New Sanitary Sewer Service Connect existing sewer service to new manhole Cut, Plug, & Abandon Existing Sewer line and Manholes 8" PVC DR-14 Water Line 12" x 8" Tapping Sleeve & Valve Cut, Plug, & Abandon Existing Water Line New 1" Water Service New 2" Water Service Fire Hydrant Assembly Construct 10' Curb Inlet Trench Safety Unit Price 65000 8 6 110 2 45 50 40 1300 1500 18000 3000 3000 45 3500 1500 2500 6000 50 2000 5000 1500 2500 2500 3500 1.5 Total Price 65000 40640 6480 12430 10680 225000 17000 43200 5200 1500 18000 3000 3000 451130 56250 10500 25500 2500 6000 65000 2000 5000 25500 2500 5000 28000 3825 237575 68870.5 757575.5 75757.55 Opinion of Probable Construction Cost Street Reconstruction - Shadowcrest (West of Moore Rd.) Item No. Street, Driveway, & Sidewalk 1 2 3 4 5 6 7 8 9 10 11 12 13 Sub-Total - Street Utilities & Drainage 14 15 16 17 18 19 20 21 22 23 24 25 26 23 27 28 Sub-Total - Utilities Contingencies (10%) Grand Total Design Engineer (10%) Quantity 1 8000 2500 165 8100 8000 90 2500 4 1 1 1 1 2500 4 73 1 2600 1 1 1 73 3 9 80 80 1 5260 500 Unit LS SY SY TON SY SY SY SY EA LS LS LS LS LF EA EA LS LF EA EA LS EA EA EA LF LF EA LF LF Description Mobilization & Demobilization Remove & Dispose of Concrete Paving with Curb Remove & Dispose of Concrete Sidewalk Lime Slurry (42#/SY) Lime Stabilized Subgrade 6" Reinforced Concrete Pavement with Monolithic Curb 6" Concrete Alley 4' Sidewalk Construct ADA Accesible Curb Ramp Remove & Replace Street Signage Replace Sod & Restore Irrigation Systems Furnish, Install, Maintain & Remove Traffic Control Devices Furnish, Install, Maintain & Remove Erosion Control Devices 8" PVC Sanitary Sewer 4' Diameter Sewer Manhole New Sanitary Sewer Service Cut, Plug, & Abandon Existing Sewer line and Manholes 8" PVC DR-14 Water Line 12" x 8" Tapping Sleeve & Valve 8" x 8" Tapping Sleeve & Valve Cut, Plug, & Abandon Existing Water Line New Water Service Fire Hydrant Assembly Construct 10' Curb Inlet 21" RCP storm Drain 18" RCP Storm Drain Headwall Structure 18" With Rip-Rap Trench Safety Tree Root Barrier Unit Price 130000 8 6 110 2 40 50 40 1300 1500 18000 3000 3000 45 3500 1500 2000 50 2000 1500 2000 1500 2500 3500 75 65 5000 1.5 20 Total Price 130000 64000 15000 18150 16200 320000 4500 100000 5200 1500 18000 3000 3000 698550 112500 14000 109500 2000 130000 2000 1500 2000 109500 7500 31500 6000 5200 5000 7890 10000 556090 125464 1380104 138010.4 Opinion of Probable Construction Cost Street Reconstruction - Willow Springs (woodhust to Sandy Knoll) Item No. Street, Driveway, & Sidewalk 1 2 3 4 5 6 7 8 9 10 11 12 13 Sub-Total - Street Utilities & Drainage 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Sub-Total - Utilities Contingencies (10%) Grand Total Design Engineer (10%) Quantity 1 8000 2280 180 8500 8000 120 2500 10 1 1 1 1 2450 8 59 1 2650 1 1 1 5 59 6 10 350 40 5490 Unit LS SY SY TON SY SY SY SY EA LS LS LS LS LF EA EA LS LF EA EA LS EA EA EA EA LF LF LF Description Mobilization & Demobilization Remove & Dispose of Concrete Paving with Curb Remove & Dispose of Concrete Sidewalk Lime Slurry (42#/SY) Lime Stabilized Subgrade 6" Reinforced Concrete Pavement with Monolithic Curb 6" Concrete Alley 4' Sidewalk Construct ADA Accesible Curb Ramp Remove & Replace Street Signage Replace Sod & Restore Irrigation Systems Furnish, Install, Maintain & Remove Traffic Control Devices Furnish, Install, Maintain & Remove Erosion Control Devices 8" PVC Sanitary Sewer 4' Diameter Sewer Manhole New Sanitary Sewer Service Cut, Plug, & Abandon Existing Sewer line and Manholes 8" PVC DR-14 Water Line 12" x 8" Tapping Sleeve & Valve 8" x 8" Tapping Sleeve & Valve Cut, Plug, & Abandon Existing Water Line Connect to Existing Water Line New Water Service Fire Hydrant Assembly Construct 10' Curb Inlet 21" RCP storm Drain 18" RCP Storm Drain Trench Safety Tree Root Barrier Unit Price 120000 8 6 110 2 40 50 40 1300 3500 18000 3000 3000 45 3500 1500 5000 50 2000 1500 5000 1500 1500 2500 3500 75 65 1.5 Total Price 120000 64000 13680 19800 17000 320000 6000 100000 13000 3500 18000 3000 3000 700980 110250 28000 88500 5000 132500 2000 1500 5000 7500 88500 15000 35000 26250 2600 8235 555835 125681.5 1382496.5 138249.65