🧱 Brickwork Calc

Estimate materials for brick masonry walls

🧱 Bricks (+5% Waste)

0 pcs

πŸ—οΈ Cement

0 bags
0 Kg0 Pans

⏳ Sand

0 cft
0 mΒ³ 0 Kg 0 Pans

πŸ’§ Water

0 Ltrs
Total Volume: 0 cum

πŸͺ¨ Concrete Calc

Estimate materials for Slabs, Columns & Footings

πŸ—οΈ Cement

0 bags
0 Kg0 Pans

⏳ Sand

0 cft
0 mΒ³ 0 Kg 0 Pans

πŸͺ¨ Aggregates (Jalli/Gitti)

0 cft
0 mΒ³ 0 Kg 0 Pans

πŸ’§ Water Requirement

0 Ltrs
Total Volume: 0 cum

πŸ“Š Bar Bending Schedule (BBS) Estimator

Dynamic Steel Estimation Tool | IS Standard: DΒ²/162 Β· Exact bend deductions applied.

S.N. Description Shape Ø (mm) Nos (M x B) Cut Length (m) Total Len (m) Wg/m (Kg) Total Wt (Kg) Action
No records added yet. Add a bar to generate the schedule.
GRAND TOTAL WEIGHT (KG): 0.00
TOTAL TONNES (T): 0.000

πŸ› οΈ Plastering Calc

Estimate precise cement, sand & water (Dry bulkage ~1.6x)

πŸ—οΈ Cement

0 bags
0 Kg0 Pans

⏳ Sand

0 cft
0 mΒ³ 0 Kg 0 Pans

πŸ’§ Water

0 Ltrs
Total Area: 0 sq.m

πŸ”² Tile & Flooring Calc

Estimate precise tile limits, screed beds, & chemical fixes

Base Bed Selection

πŸ”² Total Tiles

0 pcs
incl.

πŸ—οΈ Cement (Bed+Slurry)

0 bags
0 Kg0 Pans

⏳ Screed Sand

0 cft
0 mΒ³ 0 Kg 0 Pans
Total Floor Area: 0 sq.ft

🎨 Paint Quantity Calc

Estimate Liters, Primer, & Putty for 2-Coat paint jobs.

🎨 Total Paint Required

0 Ltrs
0 Buckets (20L)

πŸ–ŒοΈ Wall Primer base

0 Ltrs
0 Buckets (20L)

🧱 Wall Putty

0 Kgs
0 Standard Sacks (40Kg)
Net Paintable Area: 0 sq.m

πŸ—οΈ Excavation Calc

Estimate solid excavation, loose swell/bulking, & transport trips.

πŸ•³οΈ Solid Excavation Volume (Bank Measure)

0 mΒ³
0 cftVirgin Volume

⛰️ Loose Disposal Earth

0 mΒ³
0 cftSwell Incl.

🚚 Transport Logistics

0 Trips
Trucks Req.

🧱 AAC Block & Adhesive Estimator

Calculates the exact number of Autoclaved Aerated Concrete base blocks and chemical jointing adhesive bags required for dry-joint masonry.

Blocks are universally 600mm long by 200mm high. Only thickness varies.
Note: Standard cement mortar is NOT recommended for AAC blocks. Thin-bed polymer modified chemical adhesive (3mm joint) prevents thermal bridging and shrinkage cracks.
307
Total AAC Blocks (+5% Waste)
6 Bags
Chemical Adhesive
(40kg Bags)
5.25 mΒ³
Total Wall Volume
(Cubic Meters)
Thumb rule applied: ~1.2 bags (40kg) of chemical adhesive per Cubic Meter of AAC blockwork. Always apply using a notched trowel to ensure exact 3mm joint depth.

πŸͺ΅ Plywood Formwork Estimator

Calculates the material required to construct the timber shuttering mold before casting a flat concrete slab.

8 ft x 4 ft (2.44m x 1.22m) = 2.97 mΒ²
36 Boards
Plywood Boards (8'x4') (+10% Waste)
96
Scaffolding Props
(Steel Jacks)
288 m
Wooden Battens
(Running Meters)
IS 456 Guideline: Formwork spanning over 4.5m must maintain an upward camber. Do not remove props under slabs for at least 14 days (or 21 days for spans > 4.5m).

πŸ’§ Sump / Overhead Tank Sizer

Calculates total Liters needed based on IS occupancy standards and outputs exact physical tank dimensions.

LPCD = Liters Per Capita per Day.
10,125 L
Underground Sump Vol. (1.5 Days Buffer)
Required UG Sump Dimensions
2.3 x 2.3 x 2.0 m
(Length x Width x Depth)
3,375 L
Recommended OHT (0.5 Days)
Standard Practice: Underground Sumps are sized for 1.5x daily demand. Overhead Tanks (roof) are sized for 0.5x daily demand to reduce structural dead load. (1 mΒ³ = 1000 Liters)

πŸͺœ Staircase Concrete Estimator

Combines the triangular step volume and the inclined waist slab volume for perfect RMC pouring estimates.

The continuous reinforced slab underneath the steps.
1.10 mΒ³
Total Ready-Mix Concrete Vol.
0.83 mΒ³
Waist Slab Vol.
0.27 mΒ³
Steps Vol.
Does not include intermediate concrete landing pads. Landings must be calculated separately as standard rectangles (L x W x Thickness) and added to this total.

🐜 Anti-Termite Treatment (ATT)

Estimates exact chemical liters needed for pre-construction soil treatment per IS 6313 limits.

Calculations default to the standard 1% emulsion (1 part chemical to 19 parts water).
46.5 Liters
Raw Chemical Concentrate Required
930 Liters
Total Mixed Emulsion (Chemical + Water)
IS 6313 Dosing: 5 L of emulsion per sqm for plinth surface, and 7.5 L of emulsion per running meter for external perimeter trenches. Do not spray during rain.

🏠 Pitched Roof Metal Sheet Estimator

Calculates the true slant area of a Gable (A-Frame) roof using trigonometry, preventing massive sheet metal shortages.

Automatically adds standard 10% overlap-and-trim wastage factor.
168 mΒ²
Total Sheet Metal Order Area
152 mΒ²
True Architectural Area
16.2 m
Ridge Capping Length
Notice that the physical metal sheet area is significantly larger than the flat building footprint (120 mΒ²). Ordering based purely on floor dimensions leads to critical site delays.

🧱 Interlocking Paver & Sand Estimator

Estimates zig-zag paver blocks and underlying loose sand requirements for driveways and commercial parking lots.

Blocks are not cemented. They rest on a loose layer of compacted river sand.
10,500
Total Paver Blocks (+5% Cutting Waste)
Loose Bedding Sand Required
15.6 mΒ³
Truck Order Tons
25 Tons
Edge restraint (curb stones) must be installed prior to spreading the loose sand. After sweeping fine jointing-sand tightly into the gaps, a mechanical plate vibrator must be heavily run over the blocks to lock them completely.

πŸ—οΈ Cuplock Scaffolding Inventory

Calculates the exact rental inventory of modular Cuplock steel components required to erect a double-pole facade scaffold.

Calculations inherently assume standard double-pole scaffold (inner & outer legs).
130
Vertical Standards
(3.0m Fixed Length Pipes)
192
Face Ledgers (Horiz)
104
Transoms (Cross-Ties)
Adjustable Universal Base Jacks Needed
26

Testing tools

🧊 Concrete Cube Compressive Strength

Calculates N/mmΒ² strength from the lab crushing machine to instantly verify structural integrity.

Calculations based on standard 150x150x150mm testing cubes (Area = 22,500 mmΒ²).
15.56 N/mmΒ²
Tested Compressive Strength (MPa)
Target Requirement: β‰₯ 13.00 N/mmΒ²
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πŸ”¬ Why & What To Do:
Action plan goes here based on pass/fail.

πŸͺ¨ Aggregate Fineness Modulus (FM)

Calculates the coarseness of sand/aggregate via sieve shaking. Determines if material is safe for Plaster or Concrete.

4.75 mm
2.36 mm
1.18 mm
600 ΞΌ
300 ΞΌ
150 ΞΌ
Pan (Pass)
Total Sample Weight: 1000g
2.80
Fineness Modulus (FM)
Medium Sand (Concreting)
πŸ”¬ Why & What To Do:
Action plan goes here based on FM result.

🏜️ Sand Silt Content (Jar Test)

Measures the volume of mud/clay hiding in your river sand. High silt destroys cement bonds and weakens the building.

Let the 1% Salt+Water solution settle for 3 full hours before measuring V1.
7.52 %
Silt & Clay Content
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πŸ”¬ Why & What To Do:
Action plan...

πŸ›£οΈ Soil Compaction (Sand Replacement)

Calculates Field Dry Density from the hole/cone test to verify if road-rollers compacted the earth tight enough.

95.2 %
Degree of Field Compaction
2.01 g/cc
Wet Bulk Density
1.85 g/cc
Field Dry Density (FDD)
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πŸ”¬ Why & What To Do:
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πŸ“ Concrete Slump / Flow Tolerance

Checks physical workability of wet concrete at the truck chute against strict IS 456 / EN 206 limits.

+35 mm
Deviation from Target
Allowable Tolerance: Β± 30 mm
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πŸ”¬ Why & What To Do:
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