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Formats  › Estimation & Rate Analysis  › Rate Analysis —
Form · FMT-EST-003

Rate Analysis — Brickwork (1st class)

7 fields across 2 sections. Brickwork rate analysis for tender + variation; check brick class per drawing.
7 Fields
2 Sections
Per tender
Estimator, QS

Format Preview

S.No.Field / CheckpointReferenceStatus
A. INPUT QUANTITIES (per 1 m³ brickwork 1:4 mortar, 230mm thick)
A1Bricks — 500 nos (with breakage allowance 5%)
Acceptance: Class designation 7.5 / 10
Per CPWD DSR
OK
NC
NA
A2Cement — 1.49 bags + Sand 0.30 m³
Acceptance: Per design
1:4 mortar per IS 2212
OK
NC
NA
A3Water — 30 L
Acceptance: Drinkable
Per workability
OK
NC
NA
A4Labour — Mason 0.94 day + Mazdoor 1.40 day + Bhisti 0.40 day
Acceptance: Productivity
Per CPWD
OK
NC
NA
A5Sundries 1-2%
Acceptance: Per CPWD
Standard
OK
NC
NA
B. RATES + COSTS
B1Material + labour + sundries × rates = direct cost
Acceptance: Per analysis
Latest market
OK
NC
NA
B2Direct cost / m³ + OH + Profit = quoted rate
Acceptance: Computed
Per company
OK
NC
NA
A. INPUT QUANTITIES (per 1 m³ brickwork 1:4 mortar, 230mm thick)
A1Bricks — 500 nos (with breakage allowance 5%)
Per CPWD DSR
Class designation 7.5 / 10
OKNCNA
A2Cement — 1.49 bags + Sand 0.30 m³
1:4 mortar per IS 2212
Per design
OKNCNA
A3Water — 30 L
Per workability
Drinkable
OKNCNA
A4Labour — Mason 0.94 day + Mazdoor 1.40 day + Bhisti 0.40 day
Per CPWD
Productivity
OKNCNA
A5Sundries 1-2%
Standard
Per CPWD
OKNCNA
B. RATES + COSTS
B1Material + labour + sundries × rates = direct cost
Latest market
Per analysis
OKNCNA
B2Direct cost / m³ + OH + Profit = quoted rate
Per company
Computed
OKNCNA
Approval / Sign-Off
APPROVED
HOLD — REVISIONS REQUIRED
REJECTED
Overall Verdict
Name / Sign / Date
Prepared By — Name / Sign
Name / Sign / Date
Reviewed By — Name / Sign
Name / Sign / Date
Approved By — Name / Sign
Name / Sign / Date
Date & Time
Name / Sign / Date
Remarks
Name / Sign / Date

Engineer's Notes — Rate Analysis — Brickwork (1st class)

Why the Brickwork Rate Analysis matters

Brickwork is one of the largest BOQ items by volume + cost on most Indian buildings — typically 15-25% of construction cost for residential / commercial. 1st class brickwork uses high-quality clay bricks (IS 1077) in cement-sand mortar — the standard for visible / load-bearing / external walls.

The Rate Analysis builds up the per-m³ rate from materials (bricks, cement, sand) + labour + scaffolding + ancillaries. Used for tender pricing, claim defense, variation order rates.

Cost build-up — per m³ of brickwork (230 mm thick)

For brick 230 × 110 × 75 mm + 12 mm mortar joints:

Bricks: 500 bricks/m³ (with 5% wastage = 525) - 1st class brick price: ₹5-10/brick depending on region - Bricks cost: ₹2,625-5,250/m³

Mortar (CM 1:6 cement-sand) — ~25% of volume = 0.25 m³: - Cement: 0.25 × 280 kg/m³ = 70 kg = 1.4 bags @ ₹400-450 = ₹560-630 - Sand: 0.25 × 1.5 (dry/wet bulking) = 0.375 m³ @ ₹1,500-2,500/m³ = ₹565-940 - Mortar cost: ₹1,125-1,570/m³

Labour: - Mason: 0.5-0.7 day @ ₹650-900/day = ₹325-630 - Helper: 0.7-1.0 day @ ₹450-650/day = ₹315-650 - Labour cost: ₹640-1,280/m³

Other: - Scaffolding (for above ground floor): ₹100-300/m³ - Curing labour + water: ₹50-100/m³ - Wastage (already in bricks above): nil - Overhead (10-15%): ₹500-1,000 - Profit (10-15%): ₹500-1,000

Total: ₹5,540-10,500/m³

Note: Variations are significant by region. Bangalore + Mumbai pricing ~30% premium over tier-2 cities.

Common rate analysis issues

1. Wrong brick count — varies with brick size. Modular brick (190 × 90 × 90) = 600/m³; conventional (230 × 110 × 75) = 500/m³. 2. Mortar ratio confusion — CM 1:6 vs 1:4 mortar significantly different cement cost. Specify mix in rate analysis. 3. Sand quality assumed — river sand vs M-sand price differs significantly; assume correct source. 4. Wastage too low — site wastage on bricks typically 8-12% (theft + breakage); 5% is optimistic. 5. No scaffolding — external brickwork needs scaffolding; often forgotten in rate analysis. 6. Curing labour missed — 7-14 days curing requires daily water spraying; small but real cost. 7. Productivity unrealistic — assuming 1 mason can build 3-4 m³/day; actual 2.5 m³ in normal conditions, less at height. 8. Material reconciliation gaps — brick consumption per m² differs by orientation (flat vs vertical); rate analysis should use consistent assumptions.

Cross-references

Companion formats: - Rate Analysis Plaster External 1:6 (FMT-EST-005) — exterior plaster - Rate Analysis Plaster Internal 1:4 (FMT-EST-004) — interior plaster - Labour Productivity Sheet (FMT-EST-007) — per-trade productivity - Rate Analysis Shuttering (FMT-EST-006) — formwork

Codes: - IS 1077:1992 — Common burnt clay building bricks (specification for 1st class) - IS 2212:1991 — Code of practice for brickwork (workmanship) - IS 1200 Part 4:1976 — Method of measurement (brickwork) - IS 2250:1981 — Preparation + use of masonry mortars - IS 269 / IS 8112 / IS 12269 — OPC cement specifications - CPWD Specifications 2019 — Volume 1 Section 8 (Masonry)

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