Find out if your dream home is actually within your budget. Get an instant construction cost estimate before you commit to building.
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Location & Property Type
Total Estimated Cost
KES 0
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Materials & Construction (Base)KES 0
Labour (25% of base)KES 0
SubtotalKES 0
Contingency (10%)KES 0
Grand TotalKES 0
⚠ Important Notes
These are estimates only. Actual costs depend on site conditions, current material prices (cement, iron, roofing), labour negotiations, soil type, and access roads. Always get at least 3 quotations from BoQ-certified contractors or a registered quantity surveyor before breaking ground. Rates exclude land, legal fees, and infrastructure (water, power connections).
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Mafundi Calculator
Material Quantification Module
Calculate individual building elements using standard Kenyan construction practices. Full formula display, editable assumptions, cost estimates and PDF report generation.
12Modules
⚙ Global Settings — applied to all modules
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Blinding Concrete
Thin concrete layer beneath strip footings — Mix Ratio 1:3:6
⚠ Include rebar per structural engineer's specification. This covers concrete only.
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Column Concrete
Rectangular reinforced concrete columns — enter one typical column size and quantity.
Wet Volume = Column Width × Column Length × Column Height × Number of Columns Dry Volume = Wet Volume × 1.54 (voids factor) Cement Bags = (Dry Vol × cement ratio / total ratio ÷ 0.035 m³ per bag) Sand = Dry Vol × sand ratio / total ratio × 1.60 t/m³ Ballast = Dry Vol × aggregate ratio / total ratio × 1.65 t/m³
📊 Column Concrete ResultsMix 1:2:4
📐 Volumes
Single Column Volume
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m³
Total Wet Volume
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m³
Dry Volume (×1.54)
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m³
Concrete Class
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ratio
🏗 Materials Required
Cement (50 kg bags)
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bags
Sand
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tonnes
Ballast / Aggregate
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tonnes
Wastage Applied
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% on quantities
Calculation Steps
⚠ This covers concrete only. Reinforcement steel, formwork, and column starter bars must be designed by a structural engineer.
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Beam Concrete
Add Beam 1, Beam 2 and more beams. Each beam uses width, depth, length and concrete class.
Beam Wet Volume = Width × Depth × Length Dry Volume = Wet Volume × 1.54 Total Materials = Sum of all beam volumes using selected concrete class
📊 Beam Concrete ResultsAll beams
📐 Volumes
Total Wet Volume
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m³
Dry Volume (×1.54)
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m³
Concrete Class
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ratio
Beam Count
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beams
🏗 Materials Required
Cement (50 kg bags)
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bags
Sand
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tonnes
Ballast / Aggregate
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tonnes
Wastage Applied
—
% on quantities
Calculation Steps
⚠ This covers concrete only. Beam reinforcement, stirrups, formwork and support conditions require structural design.
⬛
Column Base Concrete
Rectangular column bases/footing pads — length, width, depth, class and quantity.
Wet Volume = Base Length × Base Width × Base Depth × Number of Bases Dry Volume = Wet Volume × 1.54 Cement / Sand / Ballast calculated from selected concrete class
📊 Column Base ResultsMix 1:2:4
📐 Volumes
Single Base Volume
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m³
Total Wet Volume
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m³
Dry Volume (×1.54)
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m³
Concrete Class
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ratio
🏗 Materials Required
Cement (50 kg bags)
—
bags
Sand
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tonnes
Ballast / Aggregate
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tonnes
Wastage Applied
—
% on quantities
Calculation Steps
⚠ Base size, depth and reinforcement must follow structural drawings and soil bearing capacity.
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Foundation Stones
9-inch rubble stone foundation — linear measurement and stone count
Wall Area = Perimeter × Depth Linear Metres = Wall Area ÷ Stone Thickness (0.20 m) Linear Feet = Linear Metres × 3.281 Stone Count = (Perimeter × Depth) ÷ (stone L × stone H × thickness) × 1000
📊 Foundation Stone Results9-inch Rubble
📐 Dimensions
Total Wall Area
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m²
Foundation Courses
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courses
📏 Linear Measurement
Linear Metres
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m
Linear Feet
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ft
Stone Count
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pieces (inc. wastage)
Wastage Applied
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%
Calculation Steps
⚠ Stone dimensions assume standard 400×200×200 mm rubble. Adjust inputs for actual stone sizes.
🪨
Backfill Material
Fill volume and tonnage for floor build-up
Volume (m³) = Floor Area × Fill Depth Tonnes = Volume × Material Density (t/m³)
Murram ≈ 1.8 t/m³ · Hardcore ≈ 1.9 t/m³ · Gravel ≈ 1.65 t/m³ · Selected Fill ≈ 1.75 t/m³
📊 Backfill ResultsMurram
Volume
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m³
Density Used
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t/m³
Quantity (Tonnes)
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tonnes (inc. wastage)
Lorry Loads (8t)
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approx. lorry loads
Calculation Steps
⚠ Lorry capacities vary by vehicle. Confirm with supplier. Compact in 150 mm layers.
⚠ Include BRC mesh per structural engineer. This calc covers concrete only.
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Machine Cut / Ndarugo Stones
Net wall area minus openings — 400 × 200 mm stones
Gross Wall Area = Perimeter × Height Openings Area = Window Area + Door Area Net Wall Area = Gross − Openings Single Stone Area = 0.40 × 0.20 = 0.08 m² Stone Count = Net Area ÷ 0.08 × (1 + wastage%)
📊 Walling Stone ResultsMachine Cut
📐 Wall Areas
Gross Wall Area
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m²
Openings Area
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m²
Net Wall Area
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m²
Single Stone Area
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m²
🧱 Stone Count
Stones (before wastage)
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pieces
Wastage Stones
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pieces
Total Stones Required
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pieces
Wastage Applied
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%
Calculation Steps
⚠ Mortar and ties calculated separately. Includes perimeter walls only — add internal partition walls if required.
⚠ Ridge cap count based on 2 m caps at 150 mm overlap. Adjust for hip ridges and valleys. Hip sheets calculated separately.
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Tiles Calculator
Floor or wall tiling estimation with wastage calculation
Total Area = Length × Width Tile Coverage = Tile Length × Tile Width Tiles Required = Area ÷ Tile Coverage × (1 + Wastage%) Boxes Required = Tiles Required ÷ Tiles per Box
📊 Tiles ResultsFloor Tiles
📐 Area & Coverage
Total Area
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m²
Tile Coverage
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m² per tile
🟦 Quantity Required
Tiles Required
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pieces (inc. wastage)
Boxes Required
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boxes
Wastage Applied
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%
Calculation Steps
⚠ Wastage accounts for cutting, fitting, and future repairs. Add extra 5% for intricate patterns or diagonal layouts.
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Paint Calculator
Wall painting estimation with coats and coverage rate
Total Paintable Area = Wall Length + Wall Width x Height × 2 Or enter area directly = Total Wall Area (m²) Total Area for Coats = Paintable Area × Number of Coats Litres Required = Total Area ÷ Coverage Rate (L/m²) Tins Required = Litres ÷ Tin Size