⛏️ Excavation Quantity Calculation: Complete Guide for Foundation Earthwork as per IS 1200
Foundation Excavation | Earthwork Estimation | Measurement Sheet | Deduction Norms
✓ IS 1200 (Part 1): 1992 | IS 3764 | CPWD Specifications
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📋 Excavation Measurement Sheet (C1 to C13) as per IS 1200
📐 Foundation Excavation Quantity Calculation
Up to 1.5 ft depth as per IS 1200 (Part 1): 1992
📜 IS Codes: IS 1200 (Part 1):1992, IS 3764:1992, IS 4081:1986, CPWD Specifications
Excavation Volume (cu.ft) = Number of Footings × Length × Breadth × Depth
📊 Excavation Measurement Sheet (13 Footings)
| Footing ID | No. | Length (ft) | Breadth (ft) | Depth (ft) | Quantity (cu.ft) |
|---|---|---|---|---|---|
| C1, C10 | 2 | 5.75 | 5.5 | 1.5 | 94.875 |
| C2,C4,C5,C7,C8,C9 | 6 | 6.0 | 5.5 | 1.5 | 297.0 |
| C3, C11 | 2 | 5.75 | 5.5 | 1.5 | 94.875 |
| C6 | 1 | 6.25 | 5.5 | 1.5 | 51.5625 |
| C12 | 1 | 5.5 | 5.25 | 1.5 | 43.3125 |
| C13 | 1 | 5.25 | 5.0 | 1.5 | 39.375 |
| Total Excavation | 621.0 cu.ft (17.60 m³) | ||||
✂️ Deduction Norms as per IS 1200
- Clause 2.4.1: NO deduction for volume occupied by concrete, sand filling, or reinforcement.
- Clause 2.1.2: NO deduction for shoring/timbering.
- Conclusion: Full 621 cu.ft is billable.
🧮 Interactive Excavation Calculator
0
cubic feet (cu.ft)
💰 Billing Format & Rate Analysis
CPWD DSR 2026 (Indicative Rates)
Final Excavation Billing Statement
| Particulars | Amount (₹) |
|---|---|
| Excavation (17.60 m³ × ₹250) | 4,400 |
| Disposal (17.60 m³ × ₹80) | 1,408 |
| Subtotal | 5,808 |
| Contractor Profit @15% + Water@1% | 929 |
| GST @18% | 1,213 |
| GRAND TOTAL | ₹ 7,950 |
💰 PCC, sand filling, and footing concrete billed separately.
❓ Frequently Asked Questions
1. What is IS 1200 Part 1?
Indian Standard for measurement of earthwork (excavation, filling).
2. Are deductions applied for concrete in excavation?
No. IS 1200 Clause 2.4 states NO deduction for concrete, sand, or reinforcement.
3. How to get Excel BOQ sheet?
Join our WhatsApp channel using the green button above, then download link activates.
4. How to convert cu.ft to cu.m?
Divide by 35.315 → 621 ÷ 35.315 = 17.60 m³.
5. What is working space allowance?
Minimum 0.3m (1 ft) extra on each side as per CPWD.
📊 Excavation Quantity Summary
Total Volume
621 cu.ft
17.60 m³
No. of Footings
13
C1 to C13
Depth
1.5 ft
0.457 m
Bill Amount
₹ 7,950
(Incl. GST)
✅ Deductions Applied: NIL (As per IS 1200)
Excavation Quantity Calculation: Complete Guide for Foundation Earthwork as per IS 1200
Reviewed by civil engineer
on
May 17, 2026
Rating:
Reviewed by civil engineer
on
May 17, 2026
Rating:
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