🏗️ PCC 1:4:8 Quantity Calculation: Complete Foundation BOQ including Footings, Ground Beams, Plinth Beams & Plinth Grade Slab
Plain Cement Concrete (1:4:8) | Isolated Footings | Ground Beams | Plinth Beams | Plinth Grade Slab | As per IS 456
✓ IS 456:2000 | IS 1200 (Part 2):1974 | IS 383:2016 | CPWD Specifications
📥 Download Complete PCC BOQ Excel Sheet
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📊 Excel file includes: Measurement sheet for all footings (C1-C13) | 25+ Ground/Plinth Beams | Plinth Grade Slab | Abstract summary | Unit conversion (cu.ft to cu.m)
📐 Ground Beam & Plinth Beam Layout Drawing
📋 Figure 1: Ground Beam and Plinth Beam Layout Drawing – Used for PCC quantity calculation (25+ beams marked). The drawing includes all beam locations as per structural design.
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📐 PCC 1:4:8 (Plain Cement Concrete) Complete Quantity Calculation
PCC below footing (6" thick) | PCC below beams (4" thick) | Plinth Grade Slab (4" thick)
📜 Relevant IS Codes for PCC (Plain Cement Concrete)
- IS 456:2000 - Code of practice for plain and reinforced concrete (PCC provisions in Clause 5)
- IS 1200 (Part 2):1974 - Method of measurement of building and civil engineering works – Concrete works
- IS 383:2016 - Specification for coarse and fine aggregates from natural sources
- IS 269:2015 - Specification for Ordinary Portland Cement (OPC)
- CPWD Specifications (Vol. I) - Standard specifications for PCC work and execution
📊 A. PCC Below Isolated Footings (Thickness: 0.5 ft / 6 inches)
| Item No | Items / Footing ID | No. | Length (ft) | Breadth (ft) | Depth (ft) | Quantity (cu.ft) |
|---|---|---|---|---|---|---|
| 3 | C1, C10 | 2 | 5.75 | 5.5 | 0.5 | 31.625 |
| 3 | C2, C4, C5, C7, C8, C9 | 6 | 6.0 | 5.5 | 0.5 | 99.0 |
| 3 | C3, C11 | 2 | 5.75 | 5.5 | 0.5 | 31.625 |
| 3 | C6 | 1 | 6.25 | 5.5 | 0.5 | 17.1875 |
| 3 | C12 | 1 | 5.5 | 5.25 | 0.5 | 14.4375 |
| 3 | C13 | 1 | 5.25 | 5.0 | 0.5 | 13.125 |
| Total PCC for Isolated Footings | 207.0 cu.ft | |||||
📊 B. PCC Below Ground Beam / Plinth Beam (Thickness: 0.33 ft / 4 inches)
📌 Note: For ground beams and plinth beams, PCC thickness is 4 inches (0.33 ft). 3" extra on both sides already included in dimensions.
| Item No | Beam ID | No. | Length (ft) | Breadth (ft) | Depth (ft) | Quantity (cu.ft) |
|---|---|---|---|---|---|---|
| 3 | GB1 (9"×15") | 1 | 9.75 | 1.25 | 0.33 | 4.021875 |
| 3 | GB2 (9"×15") | 1 | 11.25 | 1.25 | 0.33 | 4.640625 |
| 3 | PB3 (6"×15") | 1 | 7.00 | 1.00 | 0.33 | 2.310000 |
| 3 | PB4 (9"×15") | 1 | 11.25 | 1.25 | 0.33 | 4.640625 |
| 3 | PB5 (9"×12") | 1 | 9.75 | 1.25 | 0.33 | 4.021875 |
| 3 | PB6 (9"×15") | 1 | 11.25 | 1.25 | 0.33 | 4.640625 |
| 3 | PB7 (9"×12") | 1 | 9.50 | 1.25 | 0.33 | 3.918750 |
| 3 | PB8 (9"×12") | 1 | 9.50 | 1.25 | 0.33 | 3.918750 |
| 3 | GB9 (9"×15") | 1 | 11.25 | 1.25 | 0.33 | 4.640625 |
| 3 | GB10 (9"×15") | 1 | 9.50 | 1.25 | 0.33 | 3.918750 |
| 3 | GB11 (9"×15") | 1 | 11.25 | 1.25 | 0.33 | 4.640625 |
| 3 | GB12 (9"×12") | 1 | 6.75 | 1.25 | 0.33 | 2.784375 |
| 3 | GB13 (9"×15") | 1 | 13.25 | 1.25 | 0.33 | 5.465625 |
| 3 | GB14 (9"×15") | 1 | 12.50 | 1.25 | 0.33 | 5.156250 |
| 3 | GB15 (9"×15") | 1 | 1.00 | 1.25 | 0.33 | 0.412500 |
| 3 | GB16 (9"×12") | 1 | 6.75 | 1.25 | 0.33 | 2.784375 |
| 3 | PB17 (9"×15") | 1 | 13.25 | 1.25 | 0.33 | 5.465625 |
| 3 | PB18 (9"×15") | 1 | 12.50 | 1.25 | 0.33 | 5.156250 |
| 3 | PB19 (6"×15") | 1 | 7.75 | 1.00 | 0.33 | 2.557500 |
| 3 | PB20 (9"×15") | 1 | 6.50 | 1.25 | 0.33 | 2.681250 |
| 3 | PB21 (6"×15") | 1 | 3.25 | 1.00 | 0.33 | 1.072500 |
| 3 | GB22 (9"×12") | 1 | 5.25 | 1.25 | 0.33 | 2.165625 |
| 3 | GB23 (9"×15") | 1 | 13.25 | 1.25 | 0.33 | 5.465625 |
| 3 | GB24 (9"×12") | 1 | 6.50 | 1.25 | 0.33 | 2.681250 |
| 3 | GB25 (9"×15") | 1 | 7.75 | 1.25 | 0.33 | 3.196875 |
| Total PCC for Ground Beams & Plinth Beams | 92.35875 cu.ft | |||||
📊 C. Plinth Grade Slab PCC (Thickness: 0.33 ft / 4 inches)
📌 Important Note for Plinth Grade Slab Calculation:
- The plinth grade slab PCC is to be provided over the entire ground floor area after completion of all beams.
- As per the drawing, the area includes all spaces between beams (all bay areas).
- The slab is to be completed as a single monolithic pour covering the full plinth area.
- Dimensions as per drawing: Length = 23 ft, Width = 36.5 ft
- Thickness: 4 inches (0.33 ft) as per CPWD specifications for grade slab.
| Item No | Description | No. | Length (ft) | Breadth (ft) | Depth (ft) | Quantity (cu.ft) |
|---|---|---|---|---|---|---|
| Calculation Note: Complete slab calculation as per drawing. The area includes all spaces between beams. Full plinth area shall be cast. | ||||||
| 3 | Plinth Grade Slab (Ground Floor PCC) - Full plinth area as per drawing | 1 | 23.00 | 36.50 | 0.33 | 277.035 |
| Total PCC for Plinth Grade Slab | 277.035 cu.ft | |||||
📦 D. Total PCC 1:4:8 Quantity (All Components)
Total PCC Quantity = Footing PCC + Beams PCC + Plinth Grade Slab PCC
= 207.00 + 92.35875 + 277.035 = 576.39375 cu.ft
= 16.34 cu.m (1 cu.m = 35.315 cu.ft)
= 207.00 + 92.35875 + 277.035 = 576.39375 cu.ft
= 16.34 cu.m (1 cu.m = 35.315 cu.ft)
| S.No | Component | Quantity (cu.ft) | Quantity (cu.m) |
|---|---|---|---|
| 1 | PCC Below Isolated Footings (C1 to C13) | 207.00 | 5.86 |
| 2 | PCC Below Ground Beams & Plinth Beams (25 beams) | 92.35875 | 2.62 |
| 3 | Plinth Grade Slab | 277.035 | 7.84 |
| GRAND TOTAL | PCC 1:4:8 Quantity | 576.39375 cu.ft | 16.34 cu.m |
✂️ Deduction Norms for PCC Measurement
📜 As per IS 1200 (Part 2):1974 & IS 456:2000:
- Clause 2.1.2: NO DEDUCTION shall be made for volume occupied by reinforcement steel bars (up to 2% of volume).
- Clause 2.2.1: NO DEDUCTION for openings up to 0.1 sqm (1 sq.ft) in cross-section.
- Clause 2.2.2: For pipes, conduits, or inserts with cross-section less than 0.01 sqm, no deduction is required.
- Conclusion: Full measured volume of 576.39 cu.ft (16.34 cu.m) is billable.
💰 PCC 1:4:8 Billing Format & Rate Analysis
As per CPWD DSR 2026 (Indicative Rates for PCC M7.5 - M10 Grade) - Rate includes Contractor Profit, Water & Electricity Charges
💡 Note on Rate Analysis: The rate of ₹4,478 per m³ for PCC 1:4:8 as per CPWD DSR 2026 already includes contractor profit, water & electricity charges, and all other overheads. Hence, no separate additions are made for these items.
📋 Standard Billing Format for PCC 1:4:8 (Complete Foundation)
| S.No | Description of Work | Unit | Quantity | Rate (₹) | Amount (₹) |
|---|---|---|---|---|---|
| 1 | Plain Cement Concrete 1:4:8 (M7.5 grade) including formwork, mixing, laying, compaction, and curing – Below Footings, Ground Beams, Plinth Beams & Plinth Grade Slab | m³ | 16.34 | 4,478 | 73,180 |
| Subtotal (PCC 1:4:8 Work) | 73,180 | ||||
📌 Rate Analysis Notes
- Rates are based on CPWD DSR 2026 – General Zone (Material + Labour + Shuttering)
- Rate includes: cost of cement, sand, aggregate (20mm), water, mixing, laying, compaction, curing, and formwork
- Contractor Profit (15%) and Water & Electricity Charges (1%) are already included in the above rate as per CPWD DSR norms.
- GST @ 18% extra as applicable on concrete work
📊 Final PCC 1:4:8 Billing Statement
| Particulars | Amount (₹) |
|---|---|
| PCC 1:4:8 Work (16.34 m³ × ₹4,478) | 73,180 |
| Total Basic Cost (Including Contractor Profit & Water Charges) | 73,180 |
| Add: GST @ 18% | 13,172 |
| GRAND TOTAL (PCC 1:4:8 Only) | ₹ 86,352 |
💰 This billing amount is only for PCC 1:4:8 concrete work (footings + beams + grade slab). Excavation, sand filling, and RCC footing concrete are billed separately.
❓ Frequently Asked Questions – PCC 1:4:8 & IS Codes
📌 Common Questions About Plain Cement Concrete (PCC)
1. What is PCC 1:4:8?
PCC 1:4:8 is Plain Cement Concrete with mix proportion of 1 part cement, 4 parts sand, and 8 parts coarse aggregate by volume. It is lean concrete (M7.5-M10 grade).
PCC 1:4:8 is Plain Cement Concrete with mix proportion of 1 part cement, 4 parts sand, and 8 parts coarse aggregate by volume. It is lean concrete (M7.5-M10 grade).
2. What is the standard thickness of PCC below footing?
As per CPWD, standard PCC thickness below footing is 6 inches (0.5 ft).
As per CPWD, standard PCC thickness below footing is 6 inches (0.5 ft).
3. What is the thickness of PCC below beams?
For ground beams and plinth beams, PCC thickness is 4 inches (0.33 ft).
For ground beams and plinth beams, PCC thickness is 4 inches (0.33 ft).
4. How do I get the Excel BOQ sheet?
Join our WhatsApp channel using the green button above, then the Excel download button will automatically activate.
Join our WhatsApp channel using the green button above, then the Excel download button will automatically activate.
5. Which IS code governs PCC measurement?
IS 1200 (Part 2):1974 for measurement and IS 456:2000 for specifications.
IS 1200 (Part 2):1974 for measurement and IS 456:2000 for specifications.
6. How do you convert cubic feet to cubic meters?
Divide cubic feet by 35.315. 576.39 ÷ 35.315 = 16.34 cu.m.
Divide cubic feet by 35.315. 576.39 ÷ 35.315 = 16.34 cu.m.
7. Is there any deduction for reinforcement in PCC?
No. As per IS 1200 (Part 2):1974, no deduction for reinforcement steel bars (up to 2% volume).
No. As per IS 1200 (Part 2):1974, no deduction for reinforcement steel bars (up to 2% volume).
📊 PCC 1:4:8 Quantity Summary (As per IS 456 & IS 1200)
Footing PCC
207 cu.ft
5.86 m³
Beams PCC
92.36 cu.ft
2.62 m³
Grade Slab PCC
277.04 cu.ft
7.84 m³
GRAND TOTAL
576.39 cu.ft
16.34 m³
💰 Estimated Billing Amount
₹ 86,352
(Including GST, Contractor Profit & Water Charges included in rate)
✅ Deductions Applied: NIL (As per IS 1200 Part 2 Clause 2.1.2 – No deduction for reinforcement or small openings)
PCC 1:4:8 Quantity Calculation | Complete Foundation BOQ | Excel Download
Reviewed by civil engineer
on
May 17, 2026
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Reviewed by civil engineer
on
May 17, 2026
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