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ST9302-CS 960105 01/05/96 Construction Cost Estimate Sandy Lake Road Improvements Date: January 5, 1996 Descriution Quantity Units Unit Cost Total Landscaping Canopy Trees ~% ¢ i ~*~ 475 EA $550.00 $261,250.00 Omamental Trees '~.~.~ 1685 EA $140.00 $235~900.00 Shrubs/Groundcovers 40000 SF $5.00 $200,000.00 Miscellaneous Special Paving 27970 SF $5.00 $139,850.00 Lawn 250000 SF $0.09 $22,500.00 Berming Fill 3000 CY $6.00 $18,000.00 Bed Preparation 4165 CY $18.00 $74,970.00 Irrigation 320000 SF $0.45 $144,000.00 Satelite Controller 5 LS $3,000.00 $15,000.00 J Sub-Total Sandy Lake Road $1,111,470.00 15% Contingency $166,720.50 Sub-Total $1,278,190.50 CHANNEL IMPROVEMENT AREA Hardscane Demolition/Excavation 1 LS $20,000.00 $20,000.00 Native Stone Dry Stack Wall 370 LF $40.00 $14,800.00 Native Stone Channel Wall (~v~ 1590 LF $190.00 $302,100.00 Spillway Wall ~" ~ 35 LF $950.00 $33,250.00 Access Ramp (Grasscrete) 750 SF $7.50 $5,625.00 Stone Veneer (~ Sidewall 1200 SF $25.00 $30,000.00 Stone Veneer (~ Headwali 700 SF $25.00 $17,500.00 Colored Concrete Bottom 1600 SF $7.50 $12,000.00 Trees Bald Cypress 74 EA $500.00 $37,000.00 Red Bud 20 EA $300.00 $6,000.00 Shrubs Red Cedar 150 EA $100.00 $15,000.00 Lawns/Groundcovers 'Juniper Groudcover 100 EA $25.00 $2,500.00 Asian Jasmine 25500 EA $1.25 $31 ~875.00 Sodded Lawn 33500 SF $0.35 $11,725.00 Miscellaneous Erosion Control Matting 5200 SF $3.00 $15,600.00 Irrigation 55500 SF $0.45 $24,975.00 Aeration Fountain 1 EA $8,000.00 $8,000.00 Sub-Total $587,950.00 15% Contingency $88,192.50 Total $676,142.50 GRAND TOTAL PROJECT AMOUNT $1,954,333.00 RADY & ASSOCIATES, INC. OPINION OF PROBABLE CONSTRUCTION COSTS Owner: CITY OF COPPELL Date: 0 l-Jan-96 Project: SANDY LAKE ROAD and 24" WATERLINE Prepared By: JEW R&ANo.: 93021 Checked By: PART I PAVING AND DRAINAGE SHEET 1 OF 4 Item No. [ Description ] Quantity I Unit I Unit Price I Total Price 1 Mobilization I L.S. $120,000.001 $120,000.00 2 Remove Old Concrete (Walks, Drives, Street) 5,500 S.Y. $6.00 $33,000.00 3 Remove Old Concrete Curb and Gutter 2,325 L.F. $2.50 $5,812.50 4 Unclassified Street Excavation 72,800 C.Y. $6.00 $436,800.00 5 Remove Existing Inlets 6 EA $600.00 $3,600.00 6 Remove Existing Storm Drain Pipe (All Sizes) 3,020 L.F. $10.00 $30,200.00 7 Remove Existing Headwall 14 EA $500.00 $7,000.00 8 Remove Existing Storm Drain Manholes 5 EA $800.00 $4,000.00 9 Remove Existing Channel Drop Structure 1 L.S. $5,000.00 $5,000.00 10 6" Lime Treated Subgrade (Density Control) 78,000 S.Y. $2.00 $156,000.00 11 Hydrated Lime ~ 28 lbs./S.Y. 1,092 TONS $75.00 $81,900.00 12 8" Concrete Pavement 72,700 S.Y. $18.00 $1,308,600.00 13 6" Concrete Curb 35,800 L.F. $1.75 $62,650.00 14 6" HMAC Transition Pavement 474 S.Y. $20.00 $9,480.00 15 5" Concrete Sidewalk 10,000 S.Y. $24.00 $240,000.00 16 Concrete Alley 264 S.Y. $28.00 $7,392.00 17 Concrete Driveway 1,453 S.Y. $28.00 $40,684.00 18 HMAC Driveway 22 S.Y. $20.00 $440.00 19 Gravel Driveway 72 S.Y. $10.00 $720.00 20 18" Class III Reinforced Concrete Pipe 1,413 L.F. $31.00 $43,803.00i 21 21" Class III Reinforced Concrete Pipe 1,143 L.F. $33.00 $37,719.00 22 24" Class III Reinforced Concrete Pipe 838 L.F. $38.00 $31,844.00 23 27" Class III Reinforced Concrete Pipe 764 L.F. $41.00 $31,324.00 i 24 30" Class III Reinforced Concrete Pipe 408 L.F. $47.00 $19,176.00 25 33" Class III Reinforced Concrete Pipe 300 L.F. $54.00 $16,200.00 26 36" Class III Reinforced Concrete Pipe 332 L.F. $60.00 $19,920.00! 27 42" Class III Reinforced Concrete Pipe 423 L.F. $73.00 $30,879.00 28 48" Class III Reinforced Concrete Pipe 871 L.F. $86.00 $74,906.00 29 54" Class III Reinforced Concrete Pipe 652 L.F. $100.00 $65,200.00 30 60" Class III Reinforced Concrete Pipe 1,687 L.F. $110.00 $185,570.00 31 66" Class III Reinforced Concrete Pipe 545 L.F. $120.00 $65,400.00 32 Recessed 6' Curb Inlet 13 EA $1,500.00 $19,500.00 33 Recessed 10' Curb Inlet 28 EA $1,800.00 $50,400.00 L:\URG\1-96\SANDYLK.WK4 01/05/96 PART I - PAVING AND DRAINAGE (Cont'd.) SHEET 2 OF 4 Item No. I Description I Quantity I Unit I Unit Price ] Total Price 34 Recessed 14' Curb Inlet 8 EA $2,400.00 $19,200.00 35 Standard Drop Inlet 6 EA $1,500.00 $9,000.00 36 Standard 10' Curb Inlet 5 EA $1,800.00 $9,000.00 37 Standard 14' Curb Inlet 4 EA $2,400.00 $9,600.00 38 Standard Type A Storm Drain Manhole 3 EA $2,500.00 $7,500.00 39 Standard Type B Storm Drain Manhole 13 EA $3,000.00 $39,000.00 40 Standard 60 Deg. Storm Drain Manhole, Type 3 3 EA $4,000.00 $12,000.00 41 Standard 60 Deg. Storm Drain Manhole, Type 4 3 EA $4,600.00 $13,800.00 42 !Type C Headwall I EA $1,500.00 $1,500.00 43 Connect to Existing Storm Drain Manholes 6 ! EA $1,100.00 $6,600.00 44 Connect to Existing Storm Drain Main 19 EA $900.00 $17,100.00 45 Storm Drain Trench Safety 9,376 L.F. $2.00 $18,752.00 46 Pavement Buttons & Marking 1 L.S. $85,000.00 $85,000.00 47 Adjust Exist. Sanitary Sewer MH to Grade 26 EA $450.00 $11,700.00 48 Adjust Existing Water Valve Box to Grade 11 EA $110.001 $1,210.00 49 Fence Removal & Replacement 1,500 L.F. $25.00 $37,500.00 50 Concrete Wall 1,500 L.F. $50.00 $75,000.00 51 Handrail 500 L.F. $25.00 $12,500.00 52 Traffic Signal Installation -itteartz Drive~(~Sn,,,~. 1 L.S. $65,000.00 $65,000.00 53 Traffic Signal Installation -~vloore Roa~ 1 L.S. $65,000.00 $65,000.00 54 Traffic Conduit Installation :qg~n~naet~, Mockingbird, Lodg 1 L.S. $20,000.00 $20,000.00 55 Temporary Roadway 1 L.S. $225,000.00 $225,000.00 SUBTOTAL PART I = $4,006,081.50 L:\URG\1-96\SANDYLK.WK4 01/05/96 IFAK! 11 - WAI'ER AND SEWER SHEET 3 OF 4 [ItemNo. I Description I Quantity I Unit I UnitPrice I TotalPrice 56 30" PCCP Water Main 5,432 L.F. $75.00 $407,400.00 57 30" Gate Valve in Vault 1 EA $35,000.001 $35,000.00 58 Type 2 Air Valves for 30" Water Main 5 EA $3,000.00 $15,000.00 59 36" PCCP Water Main 10,500 L.F. $74.00 $777,000.00 60 PCCP Special Fittings 1 L.S. $45,000.00 $45,000.00 61 36" PCCP W. Main and 54" Steel Casing in Bore 200 L.F. $475.00 $95,000.00 62 16" PCCP Water Main 1,150 L.F. $50.00 $57,500.00 63 16" Class 250 Ductile Iron Pipe Water Main 2,200 L.F. $45.00 $99,000.00 64 12" DR-18 C-900 PVC Pipe 180 L.F. $26.00 $4,680.00 65 10" DR- 18 C-900 PVC Pipe 110 L.F. $25.00 $2,750.00 66 8" DR-18 C-900 PVC Pipe 920 L.F. $22.00 $20,240.00 67 6" DR-18 C-900 PVC Pipe 700 L.F. $18.00 $12,600.00 68 36" Gate Valve In Vault 2 EA $38,000.00 $76,000.00 69 16" M.J. Gate Valve In Vault 5 EA $16,500.00 $82,500.00 ,70 12" M.J. Gate Valve In Vault 4 EA $1,200.00 $4,800.00 71 10" M.J. Gate Valve In Vault 1 EA $900.00 $900.00 72 [8" M.J. Gate Valve In Vault 17 EA $600.00 $10,200.00 73 6" M.J. Gate Valve In Vault 20 EA $400.00 $8,000.00 74 Fire Hydrant 20 EA $1,100.00 $22,000.00 75 Salvage Existing Fire Hydrant 12 EA $400.00 $4,800.00 76 Connections to Existing Water Lines 24 EA $550.00 $13,200.00 77 Concrete Blocking 30 C.Y. $100.00 $3,000.00 78 M.J. Ductile Iron Fittings 19 TONS $3,250.00 $61,750.00 79 Comb. Air Release Valve (24" & 16" W.M.) 8 EA $3,000.00 $24,000.00 80 Concrete Encasement for Water Main 70 L.F. $30.00 $2,100.00 81 1" Water Service Connection 18 EA $400.00 $7,200.00 82 2" Water Service Connection 8! EA $700.00 $5,600.00 83 Plug Existing Water Line 20 EA $400.00 $8,000.00 84 Water Main Trench Safety 16,588 L.F. $2.00 $33,176.00 85 6" SDR-35 PVC Sewer Pipe (6'-8' Depth) 175 L.F. $16.00 $2,800.00 86 6" SDR-35 PVC Sewer Pipe (8'-10' Depth) 260 L.F. $17.50 $4,550.00 87 8" SDR-35 PVC Sewer Pipe (6'-8' Depth) 500 L.F. $18.00 $9,000.00 88 8" SDR-35 PVC Sewer Pipe (8'-10' Depth) 615 L.F. $19.50 $11,992.50 89 8" SDR-35 PVC Sewer Pipe (10'-12' Depth) 750 L.F. $21.00 $15,750.00 90 8" SDR-35 PVC Sewer Pipe (12'-14' Depth) 290 L.F. $22.001 $6,380.00 91 Standard Sanitary Sewer Manhole (6' Depth) 12 EA $1,000.00 ! $12,000.00 92 S.S. Manhole with Drop Connection (6' Depth) 1 EA $1,400.00 $1,400.00 93 Extra Depth of Manhole (Over 6') 40 V.F. $86.001 $3,440.00 L:\U RG\1-96\SAN DYLK.WK4 01/05/96 PART II - WATER AND SEWER (Cont'd.) SHEET 4 OF 4 Item No. I Description I Quantity I Unit ] Unit Price I Total Price 94 Standard Sanitary Sewer Cleanout I EA $500.00 $500.00 95 Standard Sewer Service Connection 11 EA $800.00 $8,800.00 96 Connection to Existing Manhole 3 EA $400.00 $1,200.00 97 Plug Existing Sewer Main 14 EA $50.00 $700.00 98 Concrete Encasement for Sewer Main 70 L.F. $30.00 $2,100.00 99 Sanitary Sewer Trench Safety 2,590 L.F. $2.00 $5,180.00 SUBTOTAL PART II = $2,024,188.50 SUBTOTAL PART I = $4,006,08 ! .40 SUBTOTAL PARTS I and II = $6,030,269.90 Contingencies (15%) = $904,540.49 TOTAL PARTS I and II = $6,934,810.39 LANDSCAPING/IRRIGATION = $1,954,333.00 TOTAL PROJECTED CONSTRUCTION COST = $8,889,143.39 Basis for Cost Projection: No Design Completed Preliminary Design Final Design L:\URG\1-96\SANDYLK.WK4 01/05/96