Formats  › Estimation & Rate Analysis  › Rate Analysis —
Form · FMT-EST-001
Rate Analysis — PCC (Plain Cement Concrete)
14 fields across 3 sections. Use for tender preparation + variation rate analysis + star rates.
14 Fields
3 Sections
Per tender / per VO
Estimator, QS

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S.No.Field / CheckpointReferenceStatus
A. INPUT QUANTITIES (per 1 m³ PCC 1:4:8)
A1Cement — 154 kg = 3.08 bags @ 50 kg
Acceptance: Per design mix
Per CPWD DSR analysis
OK
NC
NA
A2Sand (coarse) — 0.43 m³
Acceptance: Per IS 383
FM 2.6-2.8
OK
NC
NA
A3Aggregate (40mm) — 0.86 m³
Acceptance: Per IS 383
Per design
OK
NC
NA
A4Water — 65 L (W/C 0.42)
Acceptance: Per mix design
Per workability
OK
NC
NA
A5Labour — Mason 0.18 day + Mazdoor 1.40 day
Acceptance: Productivity-based
Per CPWD norms
OK
NC
NA
A6Tools + plant (T&P) — 1% of material cost
Acceptance: Per CPWD
Standard
OK
NC
NA
A7Sundries — 2% of material + labour
Acceptance: Per CPWD
Standard
OK
NC
NA
B. RATES + AMOUNTS
B1Material rates (latest market) × qty = material cost
Acceptance: ≤ 30 days old
Local market quotation
OK
NC
NA
B2Labour rates × man-days = labour cost
Acceptance: Per CPWD / SoR
Per state min wages or PWD rate
OK
NC
NA
B3T&P + sundries added
Acceptance: Per analysis
Standard percentages
OK
NC
NA
B4Total cost / m³ = direct cost
Acceptance: Computed
Sum
OK
NC
NA
C. OVERHEADS + PROFIT
C1Overheads — 10-15% of direct cost
Acceptance: Per company
Site overheads + corporate
OK
NC
NA
C2Profit — 8-15% of direct cost
Acceptance: Per quotation strategy
Margin
OK
NC
NA
C3Quoted rate / m³ = Direct + OH + Profit
Acceptance: Computed
Final rate for BOQ
OK
NC
NA
A. INPUT QUANTITIES (per 1 m³ PCC 1:4:8)
A1Cement — 154 kg = 3.08 bags @ 50 kg
Per CPWD DSR analysis
Per design mix
OKNCNA
A2Sand (coarse) — 0.43 m³
FM 2.6-2.8
Per IS 383
OKNCNA
A3Aggregate (40mm) — 0.86 m³
Per design
Per IS 383
OKNCNA
A4Water — 65 L (W/C 0.42)
Per workability
Per mix design
OKNCNA
A5Labour — Mason 0.18 day + Mazdoor 1.40 day
Per CPWD norms
Productivity-based
OKNCNA
A6Tools + plant (T&P) — 1% of material cost
Standard
Per CPWD
OKNCNA
A7Sundries — 2% of material + labour
Standard
Per CPWD
OKNCNA
B. RATES + AMOUNTS
B1Material rates (latest market) × qty = material cost
Local market quotation
≤ 30 days old
OKNCNA
B2Labour rates × man-days = labour cost
Per state min wages or PWD rate
Per CPWD / SoR
OKNCNA
B3T&P + sundries added
Standard percentages
Per analysis
OKNCNA
B4Total cost / m³ = direct cost
Sum
Computed
OKNCNA
C. OVERHEADS + PROFIT
C1Overheads — 10-15% of direct cost
Site overheads + corporate
Per company
OKNCNA
C2Profit — 8-15% of direct cost
Margin
Per quotation strategy
OKNCNA
C3Quoted rate / m³ = Direct + OH + Profit
Final rate for BOQ
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