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CF-Coppell Rd SC-EM000720
CODDell Service Center Project No. 99080.000 Date: July 20,2000 cONSTRUCTION BU~ ESTIMATE RECAP Site Work Landscape & Irrigation (Additive Bid) Service Center (Main Building) Extedor Storage Out-Buildings $738,742 $87,250 $1,030,422 $303,874 Construction Subtotal General Conditions @ 5% Subtotal $2,160,288 $108,014 $2,268,302 General Contractors Profit @ 5% Cont~gency @ 5% Total Estimated Construction Budget REDUCTION ITEMS - ( ADDITIVE BID ) 1. Change concrete pavement to asphalt 2. Provide curb and gutter at front of building ' .,_~qD~ete 6 street lights 4. Delete flagpole 5. Delete bdck paver walk 6. Delete landscaping and irrigation 7. Change metal roof to fiat built-up roof ...... ~ 8. Reuse existing telephone system 9. Delete 2 vehicle storage bays ,~le:'Reduce size of aluminum storefront system 11. Reduce intedor finish-out allowance Total Estlmatad Budget Reduction $113,415 $113,415 $2,~6,133 $2.2,425.00 $27,600.00 $11,500.00 $100,3,.38.00 $100,694.00 $23,000.00 $29,924.00 $23,000.00 $36,616.00 I, $641,847 ITo E~ma~ ConstructiOn Budget $1,963,286 Paqe I Co~)oeil Service Center Project No. gg080.000 Date: July 20,2000 SITEWORK 1. Site Preparation Acres 5.3 3,0O0.0O 15,900 2. Asphalt Paving And Base Material SF 62,000 2.00 124,000 6. Entry Sign EA 1 4,000.00 4,000 7. Perimeter Fencing (6' High Chainllnk) 8. 5' W'~le Concrete Sidewalk, s 9. 10' High Precast ~e Screen Wall 10. Electric Entry Gates (Chainlink) 11. Trash Enclosure (8' High Pierced Block Wail) 12. Trash Enclosure (Wood Gate) LF 890 t5.00 13,350 SF 3,600 3.0O 10,800 SF 3,300 9.0O 29,700 PR 2 2,000.0O 4,OOO SF 560 10,00 5,600 PR 1 500.00 500 13. 4' VV~de Personnel Gates EA 3 2D0.GO 600 16. 6" Sanitary Sewer Main LF 485 45.00 21,825 17.4" Water Main 18.2" Water Set,ce 19. 12" RCP Storm Sewer Main 20. Primary Electrical Site Distribution 21. Fire Hydrants 22. Relocate Fuai Storage T~k 23. Fuet Containment System 24. Gravel Base Material (Trash Area) 25. Decorative Entrance Wail (Bdck) 26. Final Grading 27. 6" Concrete Filled Steai Bollards 28.6" Gravel Fiexibte Paving LF 485 35.00 16,975 JOB I 3,500.00 3,500 LF 500 20.00 10,000 JOB I 10,0O0.0O 10,0O0 EA 2 1,50O.0O 3,0O0 EA I 2,000.0O 2,O00 SF 1,200 10.00 12,000 CY 8 2O.0O 160 JOB 1 4,0O0.00 4,000 SY 25,652 1.0O 25,652 EA 16 25O.0O 4,OOO CY 384 2O .0O 7,68O Sitework Subtotal Pa~e 2 CoDDell Service Center Project No. 99080.000 Date: July 20,2000 Item SERVICE CENTER ( MAIN BUILDING CONTINUED 27. CMU Screen Wall - Pierced Block 28, Metal Toilet Partitions 29. Fire Sprinkler System 30. Melal Lockers 31. Fire Extinguisher Cablnels 33. Dual EWC Unit 34. Mall SIo[ Center 35. Refrigerator And Dishwasher 36. Lk3ht Switches And Wiring 37. Electrical Outlets And Wiring 38. Telephone Jacks And Widng SF 512 10.00 5,120 EA 6 500.00 3,000 JOB I 47,760.00 47,760 EA 65 100.00 6,500 EA 7 150.00 1,050 JOB I 1,000.00 1,000 EA 2 1,500.00 3,000 LF 14 100.00 1,400 JOB 1 1,500.00 1,500 EA 60 50.00 3,000 EA 192 50.00 9,600 40. Computer LAN System Winng And Jacks 41. Light Fixtures And Wiring 42. Electrical Panels And Swlrch Gear 43. Plumbing Fixtures 44. Fm'ure Controls 45. Plumbing Piping System 46. HVAC Supply And Re~um Registers 47. HVAC Duct Work 48. Mini-blinds 49. Toile~ Accessories 50. A/C Unit - 12 Tons 51. Mezzanine Steel Access Stair And Railing 52. ~ Drains 53. Trench Drains 54. Wash Bay Drain 55. Otl Separator 56. Me~ Pals Bin Shelving 57. Miscellaneeus Shebing 58. Sewic, e Bay Unit Heaters 59. Service Bay Exhaust System 60, Entrance Portico 61. Interior Signage JOB I 300.00 300 EA 190 200.00 38,000 JOB 1 7,500.00 7,500 EA 25 1,000.00 25,000 EA 25 100.00 2,500 JOB 1 15,000.00 15,000 EA 70 100.00 7,000 JOB 1 10,990.00 10,990 SF 1,750 5.00 8,750 JOB 1 6,000.00 6,000 JOB 1 25,000.00 25,000 EA 1 2,000.00 2,000 EA 10 350.00 3,500 LF 48 65.00 3,120 EA I 1,800.00 1,800 LF 72 25.00 1,800 LF 116 50.00 5,80O EA 6 750.00 4,500 EA 6 1,200.00 7,200 SF 768 20.00 15,360 Service Center Subtotal Pa.qe 4 Cormell Service Center Project No. 99080.000 Date: July 20,2000 EXTERIOR STORAGE OUT-BUILDINGS Equipment Storage Building 1. Building Pad Preparation 2. Select Fill And Moisture Barrier 3. Foundation Grade Beams And fon'nwork 4. 5" Concrete Slab, Forms And Finish - Reinforced 5. Rigid Frame Pre-engineered Steel Frame 6. Precast Concr~e Tilt Wails (lo' High) 7. 8" ~e Masonry Walls 8. 10' High Wire Mesh Palitions 9. 10' Wide Gate 10. 8' x 10' Overhead Doors (Manual) 11. Roof Insulation With Mesh Retainer 12, A/C System - 4 Tons SF 9,5OO 2.00 CY 7OO 11.00 LF 390 20.00 CY 146 110.00 SF 9,50O 3.00 SF 2,400 9.00 SF 2,100 8.00 LF 220 40.00 EA 3 1 EA 2 SF 3,000 1.00 JOB 1 4,000.00 19,000 7,700 7,800 16,060 28,500 21,600 16,800 8,800 3,000 4,000 3,000 4,000 Chemical Storage Building 1. Bull(ting Pad Preparation 2. Select Fill And Moisture Barrier 3. Foundation Grade Beams And Forrmvork 4. 5" Concrete Slab, Forms And Finish - Reinforced 5. Rigid Frame Pre-engineered Steel Frame 6. 8" Concrete Masonry Wails 7.8' x 10' Overhead Doom (Manual) 8. Floor Drains 9. Chemical Recapture SF 1,200 2.00 CY 89 11.00 LF 160 20.00 CY 18 110.00 SF 1,200 3.00 SF 1,600 8.00 EA 3 2,000.00 EA 3 350.00 EA 1 1,500.00 2,400 979 3,200 1,980 3,600 12,800 6,000 1,050 1,500 Vehicle Storage Building Exterior Storage Out-Buildings Subtotal Pa~e 5