2. Calculate a labor price per square foot for forming the sides of pilasters where a medium productivity is expected (Based on below Figure 11.3, Formwork productivity Table) Wages: Carpenter Foreman- $41/hr Carpenter- $38/hr Labor Foreman- $37/hr Laborer- $30/hr FORMWORK PRODUCTIVITIES CREWS CREW MEMBERS CREW A 1.0 Carp. Foreman 6.0 Carpenters 2.0 Laborers CREW B 0.3 Carp. Foreman 2.0 Carpenters CREW C 1.0 Labor Foreman 1.0 Carpenter 6.0 Laborers ITEM OPERATION CREW OUTPUT 1. Continuous Strip Footings A 115-150 sq. ft./hour 11-14 m/hour 2. 2 x 4 Keyways B 150-170 ft./hour 46-52 m/hour 3. Isolated Footings and Pile Caps A 95-130 sq. ft./hour 9-12 m/hour 4. Grado Beams A 110-130 sq. ft./hour 10-12 m/hour 5. 4" x 8" Void Forms B 150-170 feet/hour 6. Pilasters A 55-80 sq. ft./hour 7. Foundation and Retaining Walls A 80-105 sq. ft./hour 8. Bulkheads A 30-40 sq. ft./hour 9. Blockouts up to 8 SF B 0.5-2.0 no hour 10. Above-Grade Walls A 60-90 sq. ft./hour 46-52 m/hour 5-7 m/hour 7-10 m/hour 3-4 m/hour 0.5-2.0 no./hour 6-8 m/hour 11. Columns-Rectangular A 55-80 sq. ft./hour 5-7 m/hour -Circular A 25-50 sq. ft./hour 2-5 m/hour 12 Sumps and Manholes A 60-80 sq. ft./hour 6-7 m/hour 13. Edges of Slab-on-Grade A 80-100 sq. ft./hour 7-9 m/hour 14. Construction Joints-SOG A 45-60 sq. ft./hour 4-6 m/hour 15. Edges of Suspended Slab A 65-85 sq. ft./hour 6-8 m/hour 16. Soffit of Suspended Slabs A 90-120 sq. ft./hour 8-11 m/hour 17. Soffit of Stairs A 35-40 sq. ft./hour 3-4 m/hour 18. Edgos and Risors of Stairs A 60-80 sq. ft./hour 6-7 m/hour 19. Edges of Slab-on-Metal Deck A 45-60 sq. ft./hour 4-6 m/hour 20. Edges of Equipment Bases and Curbs A 40-90 sq. ft./hour 4-8 m/hour 21. Sides and Soffits of Beams A 22. Edges of Sidewalks A 23. Stripping Forms C 24. Shoring Frames 45-90 sq. ft./hour 80-100 sq. ft./hour 120-350 sq. ft./hour 3-5 no./hour 4-8 m/hour 7-9 m/hour 11-33 m/hour 3-5 no./hour FIGURE 11.3 Formwork Productivities (Deimar/Cengage Leaming)