CF-Coppell Rd SC-EM000808Coppell Service Center
Project No. 99080.000
Date: August 08, 2000
CONSTRUCTION BUD(~ET ESTIMATE RECAP
Site Work - 5.6 Acres (243,936 SF)
Service Center (Main Building)- 15,904 SF
Exterior Storage Out-Buildings - 21,450 SF
S.F. COST
$3.32
$66.29
$16.29
TOTAL
$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 - 69660 SF
General Conditions @ 5%
General Contractors Profit @ 5%
Contigency @ 5%
Subtotal
$1.44
$101,020
$101,020
$2,222,449
$87,250
$4,363
$4,363
$4,363
$100,338
Total Estimated Construction Budget
$2,322,786
REQUESTED ADDITIONAL CONSTRUCTION ITEM ALTERNATES
1 .Exterior unisex restroom - 100 SF
2.Southern landscape screen - 300 LF
3.North side solid screen wall - 3,000 SF
4.Building extedor brick veneer - 10,550 SF
5.Metal roof for Service Center - 15,904 SF
Total Estimated Adds
$86.25 $7,500
$19.17 $5,000
$11.50 $30,000
$9.20 $84,400
$5.76 $79,600
$206,500
*Square footage costs include f 5% mark-up for General Conditions, G.C. profit and contigency.
ITotal Estimated Construction Budget
Page 1
$2,629,286
CopDell Service Center
Project No. 99080.000
Date: August 08, 2000
CONSTRUCTION BUDGET ESTIMATE
SITEWORK
1. Site Preparation Acres 5.3 3,000.00 15,900
2. Asphalt Paving And Base Material SF 62,000 2.00 124,000
3. Concrete Paving And Base Material SF 71,500 4.00 286,000
4. Concrete Curbs And Gutters LF 3,950 10.00 39,500
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 (Wood Gate)
13. 4' Wide Personnel Gates
14. 3(7 High Flagpole And Base
EA I 4,000.00 4,000
LF 890 15.00 13,350
SF 3,600 3.00 10,800
SF 3,300 9.00 29,700
PR 2 2,000.00 4,000
SF 560 8.00 4,480
PR I 500.00 500
EA 3 200.00 600
EA 1 2,000.00 2,000
16. 6'' Sanitary Sewer Main
17. 4" Water Main
18. 2" Water Service
19. 12" RCP Storm Sewer Main
20. Pdmary Electrical Site Distribution
21. Fire Hydrants
22. Relocate Fuel Storage Tank
23. Fuel Containment System
24. Gravel Base Material (Trash Area)
25. Decorative Entrance Wall (Brick)
26. Final Grading
27. 6" Concrete Filled Steel Bollards
28. 6" Gravel Flexible Paving
If 485 45.00 21,825
LF 485 35.00 16,9'75
JOB 1 3,500.00 3,500
If 500 20.00 10,000
JOB 1 10,000.00 10,000
EA 2 1,500.00 3,000
EA 1 2,000,00 2,000
SF 1,200 10.00 12,000
CY 8 20.00 160
JOB 1 4,000.00 4,000
SY 28,652 1.00 25,652
EA 16 250.00 4,000
CY 384 20.00 7,680
Sitework Subtotal
,$7'03,622
Page 2
Coooell Service Center
Project No. 99080.000
Date: August 08, 2000
CONSTRUCTION, BUDGET ESTIMATE
LANDSCAPING AND IRRIGATION
Landscaping And Irrigation Subtotal
SERVICE CENTER ( MAIN BUILDING )
I $87,2S0 ,I
1. Building Pad Preparation
2. Select Fill And Moisture Barrier
3. Concrete Piers And Excavation
4. Foundation Grade Beams And Formwork
5. 5" Concrete Slab, Forms & Finish - Reinforced
6. 6" Concrete Slab, Forms & Finish - Reinforced
7. Mezzanine Metal Deck And Concrete Topping
8. Ext. Conc. Tilt Wall, Finish, Furring, Insulation- 12' High
9. Intedor Metal Stud Partitioning With Finish - 10' High
10. Interior Sound Insulation
11. Interior Concrete Masonry Walls - 10' High
S F 15,920 2.00 31,840
CY 1,180 11.00 12,960
EA 36 750.00 27,000
LF 1,000 20.00 20,000
CY 158 110.00 17,380
CY 104 110.00 11,440
SF 1,178 4.00 4,712
SF 6,360 11.50 73,1 40
SF 9,740 3.50 34,090
SF 9,740 1 .iX:) 9,740
LF 1,140 12.00 13,680
13. Aluminum Windows, Sills And Sealant EA 22 500.00 11,000
14. Aluminum Storefront Doors And Hardware EA 12 1,200.00 14,400
15. Exterior Metal Doors And Hardware EA 6 500.00 3,000
16. Interior S.C. Wood Doors And Hardware EA 40 350.00 14,000
18. Water Heater, 100 Gallons EA 1 5,000.00 5,000
19. Suspended Ceiling System SF 8,150 3.00 24,450
20. Suspended Gypsum Board Ceiling System SF 2,150 2.00 4,300
21. Interior Cabinetry And Millwork LF 260 150.00 39,000
22. Steel Joist Roof Structure And Metal Deck LF 4,000 15.00 60,000
24. Roof Drainage System LF 586 15.00 8,790
25. Mezzanine Steel Floor Joists LF 400 7.00 2,800
26. t2' x 14' Overhead Doors - Electdc EA 6 2,500.00 15,000
Page 3
Coppell Service Center
Project No. 99080.000
Date: August 08, 2000
Item
CONSTRUCTION BUDGET ESTIMATE
Quantity
SERVICE CENTER ( MAIN BUILDING )
CONTINUED
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 Wiring
38. Telephone Jacks And Wiring
39. Telephone System
zlO. Computer LAN System Wiring And Jacks
41. Light Fixtures And Wiring
42. Electrical Panels And Swirch Gear
43. Plumbing Fixtures
44. Fixture Controls
45. Plumbing Piping System
46. HVAC Supply And Return Registers
47. HVAC Duct Work
48. Mini-blinds
zt9. Toilet Accessories
50. A/C 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. Intedor Signage
Rate
S F 512 10.00
EA 6 500.00
JOB 1 47,760.00
EA 65 100.00
EA 7 150.00
JOB 1 1,000.00
EA 2 1,500.00
LF 14 100.00
JOB 1 1,500.00
EA 60 50.00
EA 192 50.00
EA 75 50.00
EA 1 20,000.00
JOB 1 300.00
EA 190 200.00
JOB 1 7,500.00
EA 25 1,000.00
E A 25 1 00.00
JOB 1 15,000.00
EA 70 100.00
JOB 1 10,990.00
SF 1,750 5.00
JOB 1 6,000.00
JOB 1 25,000.00
EA 1 2,000.00
EA 10 350.00
LF 48 65.00
EA 1 500.00
EA I 1,800.00
LF 72 25.00
LF 116 59.00
EA 6 750.00
EA 6 1,200.00
SF 768 20.00
EA 36 50.00
Total
5,120
3,000
47,760
6,500
1,050
1,000
3,000
1,zl00
1,500
3,000
9,600
3,750
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
$916,702
Page 4
CODDell Service Center
Project No. 99080.000
Date: August 08, 2000
CONSTRUCTION BUDGET ESTIMATE
EXTERIOR STORAGE OUT-BUILDINGS
Equipment Storaqe Buildinq
1. Building Pad Preparation
2. Select Fill And Moisture Barrier
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. 10' Wide Gate
10. 8' x 10' Overhead Doors (Manual)
11. Roof Insulation With Mesh Retainer
12. A/C System -4 Tons
Rate
Chemical Storaqe Buildinq
1. Building Pad Preparation
2. Select Fill And Moisture Barrier
3. Foundation Grade Beams And Formwork
4. 5'' Concrete Slab, Forms And Finish - Reinforced
5. Rigid Frame Prs-engineered Steel Frame
6.8" Concrete Masonry Walls
7. 8' x 10' Overhead Doors (Manual)
8. Floor Drains
9. Chemical Recapture
SF 9,500 2.00
CY 700 11.00
LF 390 20.00
CY 146 110.00
SF 9,500 3.00
SF 2,400 9.00
SF 2,100 8.00
LF 220 40.00
EA 3 1,000.00
EA 2 2,000.QO
SF 3,000 1.00
JOB 1 4,000.00
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. 1(~ High Wire Mesh Partitions
7. 10. Wide Gate
8.6" Concrete Filled Steel Bollards
SF 1,200 2.00
CY 89 11.00
LF 160 20.00
CY 15 110.00
SF 1,200 3.00
SF 1,600 8.00
EA 3 2,000.00
EA 3 350.00
EA 1 1,500.00
SF 11,000 2.00
CY 815 11.00
EA 18 750.00
CY 204 t 10.00
SF 11,000 3.00
LF 480 40.00
EA 8 1,000.00
EA 12 250.00
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
1,980
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
$303,874
Page 5
Coppell Service Center
Project No. 99080.000
Date: July 20,2000
CONSTRUCTION BUDGET ESTIMATE RECAP
Site Work
Landscape & Irrigation
Service Center (Main Building)
Exterior Storage Out-Buildings
$738,742
$87,25O
$1,030,422
$303,874
Construction Subtotal
General Conditions @ 5%
Subtotal
$2,160,288
$108,014
$2,268,302
General Contractors Profit @ 5%
Contigency @ 5%
Total Estimated Construction Budget
$113,415
$113,415
I
$='4es, t3a I
REDUCTION ITEMS - ( ADDITIVE BID )
ACTION I TOTAL
1. Change concrete pavement to asphalt NO $164,450.00
2. Provide curb and gutter at front of building NO $22,425.00
4. Delete flagpole NO $2,300.00
8. Reuse existing telephone system
9. Delete 2 vehicle storage bays
NO $23,OOO.OO
NO $29,924.00
Total Estimated Budget Reduction
I $~,~,847 , I
ITotal Estimated Construction Budget
I $1,953,286 I
Page 1