Introduction
Brickwork is the most common masonry construction in India, used for load-bearing walls, partition walls, and compound walls. A reliable rate analysis for brickwork is essential for contractors preparing estimates, verifying RA bills, and comparing alternative materials like fly ash bricks or AAC blocks.
This guide provides a detailed rate analysis for standard brick masonry in 1:6 cement mortar per cubic metre, using 2025-26 Indian market rates.
Standard Specifications
For this rate analysis, we use the following specifications:
- Brick type: First class burnt clay brick as per IS 1077
- Brick size: 190 mm x 90 mm x 90 mm (standard modular size)
- Brick with mortar: 200 mm x 100 mm x 100 mm (10 mm joints)
- Mortar: Cement mortar 1:6 (cement : sand by volume)
- Bond: English bond for walls 9 inches (230 mm) and above
- Curing: Minimum 7 days
Material Quantities per Cubic Metre
Step 1: Number of Bricks
Volume of one brick with mortar = 0.2 x 0.1 x 0.1 = 0.002 cum
Number of bricks = 1 / 0.002 = 500 bricks
With 5% wastage (breakage during transport and laying): 500 bricks (wastage factored into procurement).
Step 2: Mortar Volume
Volume of bricks (without mortar) in 1 cum of masonry:
- Volume of 500 bricks = 500 x (0.19 x 0.09 x 0.09) = 500 x 0.001539 = 0.77 cum
- Mortar volume (wet) = 1.0 - 0.77 = 0.23 cum
Since dry mortar volume is approximately 30% more than wet volume (due to voids):
- Dry mortar volume = 0.23 x 1.30 = 0.30 cum
Step 3: Cement Quantity
For CM 1:6, total parts = 1 + 6 = 7
- Cement volume = (1/7) x 0.30 = 0.0429 cum
- Cement weight = 0.0429 x 1,440 = 61.7 kg
- Cement bags = 61.7 / 50 = 1.23 bags
- With 3% wastage: 1.26 bags
Step 4: Sand Quantity
- Sand volume = (6/7) x 0.30 = 0.257 cum
- With 15% bulking allowance: 0.30 cum
Summary of Material Quantities per Cum
| Material | Quantity per cum |
|---|---|
| First class bricks | 500 nos |
| OPC cement (50 kg bags) | 1.26 bags |
| Sand | 0.30 cum |
| Water | ~75 litres |
Cost Breakdown — Brickwork per Cubic Metre (2025-26)
Material Cost
| Item | Quantity | Rate (Rs) | Amount (Rs) |
|---|---|---|---|
| First class bricks | 500 nos | Rs 9/brick | 4,500 |
| OPC 43-grade cement | 1.26 bags | Rs 380/bag | 479 |
| River sand / M-sand | 0.30 cum | Rs 3,500/cum | 1,050 |
| Water | 75 litres | — | 15 |
| Sub-total: Materials | 6,044 |
Labour Cost
| Labour component | Rate per cum (Rs) |
|---|---|
| Brick laying (mason + helper) | 500-700 |
| Mortar mixing | 100-150 |
| Scaffolding erection and removal | 80-120 |
| Curing (7 days) | 80-120 |
| Material handling (loading, stacking) | 40-60 |
| Total labour | 800-1,150 |
Sundries
| Item | Amount (Rs) |
|---|---|
| Scaffolding material (bamboo, planks) | 50-80 |
| Thread, plumb bob, spirit level hire | 20-30 |
| Miscellaneous | 30-40 |
| Total sundries | 100-150 |
Contractor Overhead and Profit (15%)
On a sub-total of approximately Rs 7,044 (materials + mid-range labour + sundries):
- 15% overhead + profit = Rs 1,057
Final Rate Summary
| Component | Amount (Rs) |
|---|---|
| Materials | 6,044 |
| Labour (average) | 975 |
| Sundries | 125 |
| Sub-total | 7,144 |
| Overhead + profit (15%) | 1,072 |
| Total per cum | 8,216 |
The practical rate for first class brickwork in 1:6 CM ranges from Rs 6,500 to Rs 8,500 per cum across Indian cities in 2025-26.
Brick Type Comparison — Cost per Cubic Metre
Different brick types significantly affect the overall masonry cost. Here is a comparison for 1 cum of masonry:
| Parameter | First Class Red Brick | Fly Ash Brick | AAC Block (600x200x200mm) |
|---|---|---|---|
| Unit size (mm) | 190 x 90 x 90 | 230 x 110 x 75 | 600 x 200 x 200 |
| Units per cum | 500 | 390 | 42 |
| Unit rate | Rs 8-12/brick | Rs 6-8/brick | Rs 55-75/block |
| Material cost per cum | Rs 4,000-6,000 | Rs 2,340-3,120 | Rs 2,310-3,150 |
| Cement consumption | 1.26 bags | 1.05 bags | 0.50 bags |
| Sand consumption | 0.30 cum | 0.25 cum | Adhesive mortar (less sand) |
| Labour cost per cum | Rs 800-1,200 | Rs 700-1,000 | Rs 500-700 |
| Curing required | 7-10 days | 7-10 days | Minimal |
| Total cost per cum | Rs 6,500-8,500 | Rs 4,800-6,200 | Rs 4,500-6,500 |
Key Observations
- Fly ash bricks are 15-25% cheaper overall due to lower unit cost and better dimensional accuracy (less mortar wastage). They also offer better thermal insulation.
- AAC blocks are the most economical for non-load-bearing walls. Their large size means fewer joints, less mortar, and faster construction (saving labour cost).
- Red clay bricks remain preferred for load-bearing walls and exposed brickwork due to higher compressive strength and aesthetic appeal.
Labour Rates by City
| City | Mason (per day) | Helper (per day) | Brickwork rate (per cum) |
|---|---|---|---|
| Mumbai | Rs 900-1,100 | Rs 550-650 | Rs 1,000-1,200 |
| Delhi NCR | Rs 800-1,000 | Rs 500-600 | Rs 900-1,100 |
| Bengaluru | Rs 800-950 | Rs 500-600 | Rs 850-1,050 |
| Chennai | Rs 750-900 | Rs 450-550 | Rs 800-1,000 |
| Lucknow | Rs 600-750 | Rs 350-450 | Rs 550-700 |
| Patna | Rs 550-700 | Rs 300-400 | Rs 500-650 |
Note: Above labour rates are for brickwork only (laying). Separate rates apply for scaffolding and curing.
IS Code References
IS 1905:1987 — Code of Practice for Structural Use of Unreinforced Masonry
- Specifies permissible stresses for brick masonry based on brick strength and mortar type.
- Minimum brick strength for load-bearing walls: 5 N/sq mm for single-storey, 10 N/sq mm for multi-storey.
- Mortar designations: M1 (1:6 CM — most common), M2 (1:4 CM — stronger), H1 (1:3 CM — high strength).
IS 2212:1991 — Bricks: Methods of Testing
- Compressive strength test: Minimum 10 N/sq mm for first class.
- Water absorption test: Maximum 15% for first class, 20% for second class.
- Efflorescence test: Nil to slight for first class.
- Dimensional tolerance: Length +/- 3%, width and height +/- 4%.
IS 1077:1992 — Common Burnt Clay Bricks
- Classification: First class, second class, and common bricks.
- Standard size: 190 x 90 x 90 mm (modular), 230 x 115 x 75 mm (traditional non-modular).
IS 1200 — Measurement Rules
- Brickwork measured in cubic metres for walls thicker than half-brick.
- Half-brick walls (115 mm) measured in square metres.
- Deductions for openings exceeding 0.1 sq m.
- No deduction for ends of beams, lintels, or posts resting on walls.
Worked Example — Rate Analysis for 10 cum of Brickwork
Project: 9-inch brick wall for a residential building in Pune.
| Item | Quantity | Rate (Rs) | Amount (Rs) |
|---|---|---|---|
| First class bricks | 5,000 nos | Rs 10/brick | 50,000 |
| OPC cement | 12.6 bags | Rs 380/bag | 4,788 |
| Sand | 3.0 cum | Rs 3,200/cum | 9,600 |
| Water | 750 litres | Lump sum | 150 |
| Materials sub-total | 64,538 | ||
| Mason (8 days) | 8 man-days | Rs 850/day | 6,800 |
| Helper (16 days) | 16 man-days | Rs 500/day | 8,000 |
| Scaffolding labour | L.S. | 1,200 | |
| Curing labour | L.S. | 800 | |
| Labour sub-total | 16,800 | ||
| Sundries | L.S. | 1,200 | |
| Grand total | 82,538 | ||
| Overhead + profit (15%) | 12,381 | ||
| Final total for 10 cum | 94,919 | ||
| Rate per cum | Rs 9,492 |
This Pune rate is higher than the all-India average because Pune has elevated sand and brick prices in 2025-26 due to limited quarry access.
Tips for Accurate Brickwork Rate Analysis
- Check brick rates at the kiln — Brick prices fluctuate seasonally. Summer rates (March-June) are typically 10-15% lower as kilns operate at full capacity.
- Factor transport cost separately — Bricks are heavy. Transport from kiln to site can add Rs 1,000-2,000 per 1,000 bricks depending on distance.
- Account for breakage — 3-5% breakage during transport and 2-3% during laying is normal. Order accordingly.
- Soaking bricks — Bricks must be soaked for 12-24 hours before laying. Factor in water cost and labour for soaking.
- Use fly ash bricks for internal walls — Significant cost savings without structural compromise for non-load-bearing partitions.
Next Steps
- Brick, Cement, Sand Quantity for 10x10 Room — Worked calculation for a standard room
- Rate Analysis for Plastering — Internal and external plaster costing
- Introduction to Estimating and Costing — Fundamentals of construction estimation
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