Construction Specification and Cost Schedule

4 NO. DATE REV. DESIGNED BY CHECKED BY APPROVED BY PROJECT NO. SHEET NO. SCALE TEST PROCEDURE: BULK FILL TEST PROC. 2.00 5.00 FT 2 SCALE 1:50 CONCRETE SPECIFICATIONS Cement: Type I Water: 280 lbs/yd3 Aggregate: Coarse - 1 in. max size Aggregate: Fine - 3/8 in. max size Admixture: None Slump: 4 in. Air: 6% Strength: 3000 psi at 28 days REINFORCEMENT Rebar: Grade 60 Size: #4 Spacing: 12 in. o.c. Cover: 2 in. CONSTRUCTION NOTES 1. Clean all surfaces to be bonded. 2. Apply bonding agent to existing concrete. 3. Place concrete in layers not exceeding 12 in. in thickness. 4. Consolidate concrete thoroughly. 5. Cure concrete for a minimum of 7 days. 6. Do not remove forms for at least 24 hours. 7. Protect concrete from freezing for at least 7 days. GENERAL NOTES 1. All dimensions are nominal unless otherwise noted. 2. All angles are 90 degrees unless otherwise noted. 3. All materials shall be new and of good quality. 4. Contractor shall be responsible for verifying all field conditions. 5. Any discrepancies shall be reported to the Engineer immediately. SCHEDULE Item Description Qty Unit Unit Cost Total Cost 1 Concrete 100 yd3 $100.00 $10,000.00 2 Rebar 500 lbs $0.50 $250.00 3 Formwork 200 sf $5.00 $1,000.00 Total $11,250.00