1. Quantity of readimix required for the footing (cy) 2. Quantity of rebar in the footing (# dowels and If of #5) 3. Quantity of wall-form required for the concrete wall (sf) 4.Quantity of readimix required for the concrete wall (cy) 5. Quantity of rebar for the wall (lf of each type) 6. Quantity of compacted sand (cy) 7. Quantity of WWF required for the basement slab (sf) 8. Quantity of readimix required for the basement slab (cy) 9. Quantity of concrete place and finish in the basement (sf) 10. Quantity of rebar required in the upper slab (If of each type) 11. Quantity of readimix required for the upper slab (cy) 12. Quantity of concrete place and finish on upper slab (sf) Using the quantities estimated, provide totals: 1. Total rebar tonnage (including 5% waste) 2. Rebar purchase price total ($1000/ton) 3. Total readimix quantity (include 6% waste) 4. Readimix purchase price total ($100/cy) 5. Total place and finish cost (@ 2.50/sf) 6. How many concrete pump mobilizations would you estimate ? 42' 2 52 E & C PROBLEM PLAN SCALE: 1/8" 10" 328 29 SLAB BOTTOM BOTH WAYS #5 120.C. FIN. FLR. 104'-0"- HORIZONTAL BAR #8@8"O.C. VERTICAL BAR 6@160.C. 4"CONCRETE SLAB 6x6 - W4xW4 FIN. FLR. 93'-6" 5" COMPACTED SAND NO 2 52 2'-6" SLAB TOP BOTH WAYS *4 @G*O.C. T.O.W. 103'-6" VERTICAL BAR # 5@12*0.C. HORIZONTAL BAR #9@60.C. 1-4" DOWELS (INSIDE) #6@160.C. TOPSOIL 7* DEEP GRADE 100'-0" DOWELS (OUTSIDE) #6@120.C. E & C PROBLEM DETAIL N.T.5. B.O.F. 90'-6" (4) 6 TOP & BOTTOM EVENLY SPACED