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CF-Coppell Rd SC-EM000720 (2)CopDell Service Center Project No. 99080.000 Date: July 20,2000 Site Work Service Center (Main Building) Exterior Storage Out-Buildings $703,622 $916,702 $303,874 Construction Subtotal General Conditions @ 5% Subtotal $1,924,198 $96,210 $2,020,408 General Contractors Profit @ 5% Contigency @ 5% Total Estimated Construction Budget - Base Bid Additive Bid Item - Landscape & Irrigation General Conditions @ 5% General Contractors Profit @ 5% Contigency @ 5% Subtotal $101,020 $101,020 $87,250 $4,363 $4,363 $4,363 $100,338 Total Estimated Construction Budget REQUESTED ADDITIONAL CONSTRUCTION ITEM ALTERNATES 1 .Exterior unisex restroom 2.Southern landscape screen 3.North side solid screen wall 4.Building exterior brick veneer $7,500.00 $5,000.00 $30,0O0.00 $51,200.00 Total Estimated Adds $93,700 ITotai Estimated construction Budget Page 1 Copl~ell Service Center Project No. 99080.000 Date: July 20,2000 Item IUnit I SITEWORK 1. Site Preparation 2. Asphalt Paving And Base Material 3. Concrete Paving And Base Material 4. Concrete Curbs And Gutters 6. Entry Sign 7. Perimeter Fencing (6' High Chainlink) 8.5' Wide Concrete Sidewalks 9. 10' High Precast Concrete Screen Wall 10. Electric Entry Gates (Chainlink) 11. Trash Enclosure (8' Brick Wall) 12. Trash Enclosure (VVood Gate) 13. 4' Wide Personnel Gates 14. 30' High Flagpole And Base 16. 6" Sanitary Sewer Main 17. 4" Water Main 18. 2" Water Service 19. 12" RCP Storm Sewer Main 20. Primary Electrical Site Distribution 21. Fire Hydrants 22. Relocate Fuel Storage Tank 23. Fuel Containment System 24. Gravel Base Matedal (Trash Area) 25. Decorative Entrance Wall (Bdck) 26. Final Grading 27. 6" Concrete Filled Steel Bellards 28. 6'' Gravel Flexible Paving Quantity Acres SF SF LF EA LF SF SF PR SF PR EA EA LF LF JOB LF JOB EA EA SF CY JOB SY EA CY 5.3 62,000 71,500 3,950 1 890 3,600 3,300 2 56O 1 3 1 485 485 1 500 1 2 1 1,200 8 1 25,652 16 384 Rate 3,000.00 2.00 4.00 10.00 4,000.00 15.00 3.00 9.00 2,000.00 8.00 500.00 200.00 2,000.00 Total 15,900 124,000 286,000 39,500 4,000 13,350 10,800 29,700 4,000 4,480 50O 600 2,000 21,825 16,975 3,500 10,000 10,000 3,000 2,000 12,000 160 4,000 25,652 4,000 7,680 Sitework Subtotal Page 2 Coppell Service Center Project No. 99080.000 Date: July 20,2000 LANDSCAPING AND IRRIGATION Landscaping And Irrigation Subtotal SERVICE CENTER ( MAIN BUILDING 1. Building Pad Preparation SF 15,920 2.00 2. Select Fill And Moisture Barrier CY 1,180 11.00 3. Concrete Piers And Excavation EA 36 750.00 4. Foundation Grade Beams And Formwork LF 1,000 20.00 5. 5" Concrete Slab, Forms & Finish - Reinforced CY 158 110.00 6. 6'' Concrete Slab, Forms & Finish - Reinforced CY 104 110.00 7. Mezzanine Metal Deck And Concrete Topping SF 1,1 78 4.00 8. Ext. Conc. Tilt Wall, Finish, Furring, Insulation - 12' High SF 6,360 11.50 9. Interior Metal Stud Partitioning With Finish - 10' High SF 9,740 3.50 10. Interior Sound Insulation SF 9,740 1.00 11. Intedor Concrete Masonry Walls - 10' High LF 1,1 40 12.00 13. Aluminum Windows, Sills And Sealant 14. Aluminum Storefront Doors And Hardware 15. Extedor Metal Doors And Hardware 16. Interior S.C. Wood Doors And Hardware 18. Water Heater, 100 Gallons 19. Suspended Ceiling System 20. Suspended Gypsum Board Ceiling System 21. Interior Cabinetry And Millwork 22. Steel Joist Roof Structure And Metal Deck 24. Roof Drainage System 25. Mezzanine Steel Floor Joists 26. 12' x 14' Overhead Doors - Electric EA 22 500.00 EA 12 1,200.00 EA 6 500.00 EA 40 350.00 EA 1 5,000.00 SF 8,150 3.00 SF 2,150 2.00 LF 260 150.00 LF 4,000 15.00 LF 586 15.00 LF 400 7.00 EA 6 2,500.00 31,840 12,980 27,000 20,000 17,380 11,440 4, 712 73,140 34,090 9,740 13,680 11,000 14,400 3,000 14,000 5,000 24,450 4,300 39,000 50,000 8,790 2,800 15,000 Page 3 COODell Service Center Project No. 99080.000 Date: July 20,2000 Item SERVICE CENTER ( MAIN BUILDING CONTINUED Unit Quantity 27. CMU Screen Wall - Pierced Block 28. Metal Toilet Partitions 29~ Fire Sprinkler System 30. Metal Lockers 31. Fire Extinguisher Cabinets 32. Marker Board And Projection Screen Cabinet 33. Dual EWC Unit 34. Mail Slot Center 35. Refrigerator And Dishwasher 36. Light Switches And Wiring 37. Electrical Outlets And Widng 38. Telephone Jacks And Wiring 39. Telephone System 43. Computer LAN System Wiring And Jacks 41. Light Fixtures And Wiring 42. Electrical Panels And Swirch Gear 43. Plumbing Fixtures 44. Fixture Controls 46. Plumbing Piping System 46. HVAC Supply And Return Registers 47. HVAC Duct Work 48. Mini-blinds 49. Toilet Accessories 50. NC Unit - 12 Tons 51. Mezzanine Steel Access Stair And Railing 52. Floor Drains 53. Trench Drains 54. Wash Bay Drain 55. Oil Separator 56. Metal Parts Bin Shelving 57. Miscellaneous Shelving 58. Service Bay Unit Heaters 59. Service Bay Exhaust System 60. Entrance Portico 61. Interior Signage SF EA JOB EA EA JOB EA LF JOB EA EA EA EA JOB EA JOB EA EA JOB EA JOB SF JOB JOB EA LF EA LF LF EA EA SF EA 512 6 1 65 7 1 2 14 1 60 192 75 1 1 190 1 25 25 1 70 1 1,750 1 1 1 10 48 1 1 72 116 6 6 768 Rate 10.00 500.00 47,760.00 100.00 150.00 1,000.50 1,500.00 100.00 1,500.00 1,000.00 100.00 15,000.00 100.00 10,990.00 5.00 6,000.00 2,000.00 1,800.00 750.00 1,200.00 Total 5,120 3,000 47,760 6,500 1,050 1,000 3,000 1,400 1,500 3,000 9,600 3,750 20,000 7,500 2,500 15,000 7,000 8,750 6,000 25,000 2,000 3,500 3,120 1,800 1,800 5,800 4,500 7,200 15,360 1,800 Service Center Subtotal Page 4 ~tem EXTERIOR STORAGE OUT-BUILDINGS Equipment Storaqe Buildinq 1. Building Pad Preparation 2. Select Fill And Moisture Barder 3. Foundation Grade Beams And Formwork 4. 5" Concrete Slab, Forms And Finish - Reinforced 5. Rigid Frame Pre-engineered Steel Frame 6. Precast Concrete Tilt Walls (lo' High) 7. 8" Concrete Masonry Walls 8. 10' High Wire Mesh Partitions 9. 1(3' Wide Gate 10. 8' x 10' Overhead Doors (Manual) 11. Roof Insulation With Mesh Retainer 12. A/C System - 4 Tons Chemical StoraRe Buildinq 1. Building Pad Preparation 2. Select Fill And Moisture Barder 3. Foundation Grade Beams And Formwork 4. 5" Concrete Slab, Forms And Finish - Reinforced 5. Rigid Frame Pre-engineered Steel Frame 6. 8" Concrete Masonry Walls 7. 8' x 10' Overhead Doors (Manual) 8. Floor Drains 9. Chemical Recapture Vehicle Storaqe Buildinq 1. Building Pad Preparation 2. Select Fill And Moisture Barrier 3. Drilled Piers 4. 6" Concrete Slab, Forms And Finish - Reinforced 5. Rigid Frame Pre-engineered Steel Frame 6. 10' High Wire Mesh Partitions 7. 1(7 Wide Gate 8. 6" Concrete Filled Steel Bollards Coppell Service Center Project No. 99080.000 Date: July 20,2000 Unit SF CY LF CY SF SF SF LF EA EA SF JOB SF CY LF CY SF SF EA EA EA SF CY EA CY SF LF EA EA Quantity 9,500 700 39O 146 9,500 2,,400 2,100 22O 3 2 3,000 1 1,200 89 160 18 1,200 1,600 3 3 1 11,000 815 18 204 11,000 480 8 12 Rate 2.00 11.00 20.00 110.00 3.00 9.00 8.00 40.00 1,000.00 2,000.00 1.00 4,000.00 2.00 11.00 20.00 110.00 3.00 8.00 2,000.00 350.00 1,500.00 11.00 750.00 110.00 3.00 40.00 1,000.00 250.00 Total 19,000 7,700 7,800 16,060 28,500 21,600 16,800 8,800 3,000 4,000 3,000 4,000 2,400 979 3,200 1,960 3,600 12,800 6,000 1,050 1,500 22,000 8,965 13,500 22,440 33,000 19,200 8,000 3,000 Exterior Storage Out-Buildings Subtotal Page 5 CoDpell Service Center Project No. 99080.000 Date: July 20,2000 Site Work Landscape & Irrigation (Additive Bid) Service Center (Main Building) Extedor Storage Out-Buildings Construction Subtotal General Oonditions ~ 5% Subtotal $2,150,?,,88 $108,014 $2,268,302 Ger~ral Contractors Profit @ 5% Cor~goncy @ 5% Total Estimated Construction Budget REDUCTION ITEMS - ( ADDITIVE BID ) /JO 1, ~e concrete pavement to aspllalt N~, 2. Provide curb and gutter at front of building '~;,1~ 3. Delate 6 street lights · Wo 4. Delete flagpole ~ 5. Delete brick paver walk  6.Delate landscaping and irrigation 7. Change metal roof to fiat built-up roof ~ .....8. Reuse existing telephone system ,4/c,. 9. Dele[e 2 vehicle storage bays ~E~-~I0. Reduce size of aluminum storefront system ¥~11. Reduce intedor finish-out allowance Total Estimated Budget Reduction $113,415 $113,415 $164,450.00 $22,425.00 $27,6O0.0O $2,3OO.0O $100,338.00 $100,694.00 $23,0O0.0O $29,924.00 $23,000.00 /; -/~'~:~ $36;616.00 /a, ~ ~