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Formats  › Estimation & Rate Analysis  › Labour Productivity Sheet
Form · FMT-EST-007

Labour Productivity Sheet

7 fields across 2 sections. Productivity tracking — basis for re-forecasting + labour deployment decisions.
7 Fields
2 Sections
Weekly review
Planner, Project Manager

Format Preview

S.No.Field / CheckpointReferenceStatus
A. ACTIVITY PRODUCTIVITY DATA
A1Activity (e.g., concreting M25, BBS fabrication, brickwork)
Acceptance: Specific
Per BOQ item
OK
NC
NA
A2Unit (m³ / kg / m² / m / no.)
Acceptance: Standard
BOQ unit
OK
NC
NA
A3Standard productivity per man-day (per CPWD or company norm)
Acceptance: Per CPWD analysis
Concreting: 1 mazdoor = ~2 m³/day
OK
NC
NA
A4Crew composition (mason + helper + supervisor)
Acceptance: Per activity
Per CPWD analysis
OK
NC
NA
B. ACTUAL VS PLAN TRACKING
B1Planned man-days × productivity = planned output
Acceptance: Per schedule
From WBS
OK
NC
NA
B2Actual output / day + actual man-days
Acceptance: Logged
From DPR
OK
NC
NA
B3Productivity variance + reasons (weather / supply / quality)
Acceptance: RCA
Per period
OK
NC
NA
A. ACTIVITY PRODUCTIVITY DATA
A1Activity (e.g., concreting M25, BBS fabrication, brickwork)
Per BOQ item
Specific
OKNCNA
A2Unit (m³ / kg / m² / m / no.)
BOQ unit
Standard
OKNCNA
A3Standard productivity per man-day (per CPWD or company norm)
Concreting: 1 mazdoor = ~2 m³/day
Per CPWD analysis
OKNCNA
A4Crew composition (mason + helper + supervisor)
Per CPWD analysis
Per activity
OKNCNA
B. ACTUAL VS PLAN TRACKING
B1Planned man-days × productivity = planned output
From WBS
Per schedule
OKNCNA
B2Actual output / day + actual man-days
From DPR
Logged
OKNCNA
B3Productivity variance + reasons (weather / supply / quality)
Per period
RCA
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 — Labour Productivity Sheet

Why the Labour Productivity Sheet matters

Labour costs are typically 30-40% of Indian construction project cost (similar to materials). Pricing labour into rate analysis + tender bids requires per-activity productivity assumptions — how many m² / m³ / units a crew can produce per shift.

The Labour Productivity Sheet is the project-specific or company-specific reference of productivity norms for each trade × activity combination. It's used in: - Pre-tender estimation — to compute labour cost component of rate analysis - Resource planning — to determine crew sizes for schedule - Performance benchmarking — actual vs benchmarked productivity - Cost control — productivity drift signals supervision issues

Without standardized productivity norms, each rate analysis uses different assumptions → inconsistent pricing → unreliable cost estimates.

Typical productivity norms — Indian construction

Concrete work: - Cast-in-situ slab (M25): 5-8 m³/day per crew of 6 (1 mason + 5 helpers) - Cast-in-situ column (M25): 2-4 m³/day per crew - RMC placement: 8-15 m³/day per pump + crew

Masonry: - Brickwork (1st class) 230 mm thick: 2.5-4 m³/day per mason - AAC block work 200 mm: 3.5-5 m³/day per mason - Stone masonry: 0.8-1.5 m³/day per skilled crew

Plaster / Finishes: - Internal plaster 1:4 (12-15 mm): 12-18 m²/day per mason - External plaster 1:6 (15-20 mm): 8-14 m²/day per mason (with scaffold) - Floor tiling: 8-12 m²/day per skilled tiler - Painting (3 coats): 15-25 m²/day per painter

Reinforcement: - Cutting + bending: 200-400 kg/day per fabricator - Placement + tying: 600-1200 kg/day per fixer crew

Earthwork: - Hand excavation (soft soil): 2-3 m³/day per labourer - Backfill + compaction: 5-8 m³/day per labourer

Productivity factors (multiply baseline): - Working at height: × 0.7 (lower productivity) - Restricted access: × 0.6-0.8 - Hot weather (> 35°C): × 0.8-0.9 - New / untrained crew: × 0.5-0.7 - Experienced crew + good supervision: × 1.1-1.3 - Bulk pours (large slabs): × 1.2-1.4 (economies of scale)

Common productivity-tracking issues

1. No project-specific norms — using generic industry numbers without site-condition adjustment. Rate analysis becomes optimistic. 2. Old norms used — labour productivity changes with technology + crew capabilities; norms not updated. 3. No actual measurement — actual productivity never measured + compared to norm; drift undetected. 4. Crew sizes wrong — over-resourcing wastes labour cost; under-resourcing causes delays. 5. Wrong crew composition — too many skilled / too many unskilled; wrong skill mix lowers productivity. 6. No supervision factor — productivity drops 30-50% without active supervisor; not in rate analysis. 7. Weather + access not factored — actual conditions worse than estimated baseline; rate analysis under-prices. 8. No benchmarking — different projects use different productivity assumptions; no learning across projects.

Cross-references

Companion formats: - Rate Analysis Plaster Internal 1:4 (FMT-EST-004) - Rate Analysis Plaster External 1:6 (FMT-EST-005) - Rate Analysis Brickwork (FMT-EST-003) - Rate Analysis Shuttering (FMT-EST-006) - Plant Productivity (FMT-EST-008) — for plant + equipment

Reference sources: - CPWD Manual on Construction — productivity benchmarks for government projects - Indian Institute of Architects (IIA) — published productivity norms - NICMAR research publications — academic benchmarks - Major contractor manuals (L&T, Shapoorji Pallonji, NCC) — internal productivity standards - State PWD productivity tables — region-specific norms