- 2082 Baisakh · 6 marks
Cost of M20 PCC for RCC column
Short answer
M20 concrete (1:1.5:3) manual mixing, dry volume factor 1.54: per m³ requires 8.06 bags cement, 0.42 m³ sand, 0.84 m³ aggregate, labour. Direct cost Rs 19,044 + 15% = Rs 21,900.60/m³. Column volume 0.36 m³, cost Rs 7,884.22 excluding formwork, reinforcement, VAT.
Find out the cost of M 20 PCC for RCC work for column of size 0.3 m × 0.3 m and 4 m long using analysis of rates for manual mixing.
Basis
M20 concrete has the nominal mix 1:1.5:3 (cement : sand : 20 mm aggregate), as per IS 456 Table 9 for nominal mixes. Mixing is by hand (manual). Dry volume of materials = 1.54 x wet volume. "PCC for RCC work" here means the concrete only; formwork and reinforcement are paid separately. Rates are illustrative.
Quantities per m³
Sum of ratio = 1 + 1.5 + 3 = 5.5; dry volume = 1.54 m³.
- Cement = 1.54 x 1/5.5 = 0.2800 m³ = 403.2 kg = 8.06 bags.
- Sand = 1.54 x 1.5/5.5 = 0.4200 m³.
- Aggregate = 1.54 x 3/5.5 = 0.8400 m³.
Rate analysis (per m³)
| Description | Qty | Unit | Rate (Rs) | Amount (Rs) |
|---|---|---|---|---|
| Cement (0.280 m³ x 1,440/50) | 8.06 | bag | 900.00 | 7,254.00 |
| Sand (0.420 m³) | 0.42 | m³ | 2,500.00 | 1,050.00 |
| Coarse aggregate 20 mm (0.840 m³) | 0.84 | m³ | 3,500.00 | 2,940.00 |
| Mason (skilled) | 1 | md | 1,200.00 | 1,200.00 |
| Labour for hand mixing, placing, curing (unskilled) | 7 | md | 900.00 | 6,300.00 |
| Water, curing, tools (L.S.) | 1 | L.S. | 300.00 | 300.00 |
| Sub-total | 19,044.00 | |||
| Contractor's overhead and profit | 15% | 2,856.60 | ||
| Rate per m³ | 21,900.60 |
Cost of the column
Volume = 0.3 x 0.3 x 4 = 0.36 m³.
Cost = 0.36 x 21,900.60 = Rs 7,884.22.
Answer: Rate of M20 concrete = Rs 21,900.60 per m³; cost of the 0.3 m x 0.3 m x 4 m column concrete = Rs 7,884.22 (excluding formwork, steel and VAT).
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Underground RCC tank: brickwork 1:4, M20 PCC, steel · Estimating and Costing, chapter 6
- Rate analysis: M20 PCC, raft foundation · Estimating and Costing, chapter 4
- Rate analysis: M20 (1:1½:3) RCC per 10 m³ · Estimating and Costing, chapter 4
- RCC column with footing: concrete and steel · Estimating and Costing, chapter 6
- T-beam decking: PCC for RCC and steel · Estimating and Costing, chapter 6
- Cost of PCC at remote site (Bajhang) · Estimating and Costing, chapter 4
- Detailed specification of RCC M20 column · Construction Management, chapter 12
- Design steps for long column, unbraced frame · Design of RCC Structure, chapter 10
- Footing, 450x500 column, 6#20, uniaxial moment · Design of RCC Structure, chapter 11
- Bracket plate on column flange, 5 M20 bolts · Design of Steel and Timber Structure, chapter 4