---
title: "Quantity sheet and abstract for residential building"
subject: "Estimating and Costing"
chapter: 2
key: "semester_7/estimating_and_costing:quantity-sheet-abstract-residential"
source: https://www.bctengineer.com/q/semester_7/estimating_and_costing/quantity-sheet-abstract-residential
site: BCT Engineering
---

# Quantity sheet and abstract for residential building

Estimating and Costing · Chapter 2: Method of Estimating

- Asked in: 2071 Chaitra, 3 marks
- Video: [Basic Concept Of Estimation And Costing How To Make Measurement Sheet In Excel #estimationandcosting](https://www.youtube.com/watch?v=3_7-mrmf6YA) — Kayi Engineers - Civil Engineering Concepts
- Answer checked by Claude Opus 5.5 (high effort) on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_7/estimating_and_costing/quantity-sheet-abstract-residential
- Whole chapter: https://www.bctengineer.com/md/semester_7/estimating_and_costing/chapter-2

## Question

Prepare tables of quantity sheet and abstract of cost for a residential building.

## Short answer

Based on centre line length 14.92 m, quantities: excavation 13.43 m³, PCC 2.01 m³, foundation brickwork 3.92 m³, net superstructure brickwork 9.48 m³, plaster 85.98 m², flooring 12 m². Abstract cost: Rs 287,293 (illustrative rates).

## Answer

Assumed: a single-room residential building, clear size 4 m x 3 m, 230 mm brick walls, 3.0 m high, one door 1.0 x 2.1 m and one window 1.2 x 1.2 m; trench 0.9 m wide x 1.0 m deep; centre line length $L = 2(4.23 + 3.23) = 14.92$ m.

#### Quantity sheet (detailed measurement)
| Item | No. | L (m) | B (m) | H (m) | Quantity |
|---|---|---|---|---|---|
| Excavation | 1 | 14.92 | 0.90 | 1.00 | 13.43 m³ |
| PCC 1:3:6 | 1 | 14.92 | 0.90 | 0.15 | 2.01 m³ |
| Brickwork in foundation and plinth | 1 | 14.92 | 0.35 | 0.75 | 3.92 m³ |
| DPC | 1 | 14.92 | 0.23 | - | 3.43 m² |
| Brickwork in superstructure | 1 | 14.92 | 0.23 | 3.00 | 10.29 m³ |
| Deduct door | -1 | 1.00 | 0.23 | 2.10 | -0.48 m³ |
| Deduct window | -1 | 1.20 | 0.23 | 1.20 | -0.33 m³ |
| Net superstructure brickwork | | | | | 9.48 m³ |
| Plaster inside 2(4+3) x 3 (no deduction, see note) | | | | | 42.00 m² |
| Plaster outside 2(4.46+3.46) x 3 less openings 3.54 | | | | | 43.98 m² |
| Flooring | 1 | 4.0 | 3.0 | - | 12.00 m² |

Note: both openings (2.10 m² and 1.44 m²) are between 0.5 and 3 m², so as per IS 1200 they are deducted from one face only (here the outside), and the reveals are not added. Total plaster = 42.00 + 43.98 = 85.98 m².

#### Abstract of cost (rates illustrative)
| SN | Item | Qty | Unit | Rate (Rs) | Amount (Rs) |
|---|---|---|---|---|---|
| 1 | Excavation | 13.43 | m³ | 600 | 8,058 |
| 2 | PCC 1:3:6 | 2.01 | m³ | 11,500 | 23,115 |
| 3 | Brickwork 1:6 in foundation | 3.92 | m³ | 14,000 | 54,880 |
| 4 | DPC | 3.43 | m² | 650 | 2,230 |
| 5 | Brickwork 1:6 in superstructure | 9.48 | m³ | 15,500 | 146,940 |
| 6 | Plaster 12.5 mm, both faces | 85.98 | m² | 480 | 41,270 |
| 7 | Flooring | 12.00 | m² | 900 | 10,800 |
| | **Total** | | | | **287,293** |

Contingency, VAT and the other items (RCC slab, roofing, doors, painting) would be added in the same way.

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. In the example, the centre-line length is 2(4.23 + 3.23). Why is 4.23 used for the 4 m clear side?
   A. Clear size plus wall thickness (4 + 0.23) gives the centre-to-centre length
   B. Clear size minus wall thickness
   C. Clear size alone
   D. Clear size plus twice the wall thickness
   Answer: A. The centre line runs along the middle of the wall, so each side is the clear size plus one wall thickness. (Key point: Centre-line length)

2. Why are the door and window volumes deducted from the superstructure brickwork?
   A. Doors and windows are paid at a higher rate
   B. The openings have no brickwork, so the quantity is measured net
   C. To account for mortar wastage
   D. Because they are plastered separately
   Answer: B. Quantities are measured net, so 10.29 - 0.48 - 0.33 = 9.48 m3. (Key point: Deductions)

3. How is the DPC quantity (3.43 m2) found?
   A. Length x width x height of wall
   B. Floor area 4 x 3
   C. Centre-line length x wall width (14.92 x 0.23)
   D. Wall height x wall width
   Answer: C. DPC is a layer measured in area: length x width, with no height. (Key point: DPC quantity)

4. How is the amount for PCC 1:3:6 (Rs 23,115) obtained in the abstract?
   A. Quantity + rate
   B. Quantity x 600
   C. Quantity / rate
   D. Quantity x rate = 2.01 x 11,500
   Answer: D. Amount in an abstract is quantity multiplied by the unit rate. (Key point: Abstract of cost)

## Related in Estimating and Costing

- [Prepare AOC, BOQ and summary of cost](https://www.bctengineer.com/question.md?key=semester_7%2Festimating_and_costing%3Aaoc-boq-summary-numerical) — Estimating and Costing, chapter 2
- [Components of complete estimate; abstract cost](https://www.bctengineer.com/question.md?key=semester_7%2Festimating_and_costing%3Acomponents-complete-estimate-abstract) — Estimating and Costing, chapter 2
- [Bill of quantities and abstract of cost](https://www.bctengineer.com/question.md?key=semester_7%2Festimating_and_costing%3Aboq-abstract-of-cost) — Estimating and Costing, chapter 2, asked 2×
- [Preliminary estimate: residential, 500 m² carpet](https://www.bctengineer.com/question.md?key=semester_7%2Festimating_and_costing%3Aprelim-est-residential-500) — Estimating and Costing, chapter 3
- [Quantity method for load bearing brick building](https://www.bctengineer.com/question.md?key=semester_7%2Festimating_and_costing%3Aquantity-method-load-bearing-brick) — Estimating and Costing, chapter 2
- [Total cost of apartment building](https://www.bctengineer.com/question.md?key=semester_7%2Festimating_and_costing%3Atotal-cost-apartment-500) — Estimating and Costing, chapter 3

## Related in other subjects

- [Expansion joint in a residential building](https://www.bctengineer.com/question.md?key=semester_6%2Fbuilding_technology%3Aexpansion-joint-350wall) — Building Technology, chapter 10
- [Sheet pile seepage quantity numerical](https://www.bctengineer.com/question.md?key=semester_4%2Fsoil_mechanics%3Asheet-pile-seepage-quantity-numerical) — Soil Mechanics, chapter 7
- [Prepare tender notice for commercial complex](https://www.bctengineer.com/question.md?key=semester_8%2Fconstruction_management%3Aprepare-tender-notice-100mln) — Construction Management, chapter 5
- [Final project report: title page, abstract, recommendation](https://www.bctengineer.com/question.md?key=semester_5%2Fcommunication_english%3Afinal-report-title-abstract-recommendation) — Communication English, chapter 8
