You're checking a footing estimate and search for 'calculate excavation volume for isolated footing in feet and meters' to verify numbers: an isolated footing is 1.5 m × 1.5 m × 0.5 m deep, excavation includes 0.3 m working space on all sides; what excavation volume should be taken?

Option A ignores mandatory working space so excavation would clash with shuttering, Option B adds allowance on one side only which is a common dimensional slip, Option D increases depth without drawing basis causing cost drift, Option C applies working space correctly on all sides with specified depth.

On site you google 'plinth beam shuttering inspection checklist before concreting' because concreting is planned today; what should you verify last before giving clearance?

Option A locks geometry too early and hides rebar errors, Option B focuses on cleanliness without confirming dimensions, Option D checks QA tools not the installed work, Option C confirms the built form just before irreversible concrete placement.

While detailing in AutoCAD you search 'when to use PCC below footing vs lean concrete' to confirm notes; for a residential bungalow footing on firm soil, what PCC specification is appropriate?

Option A over-specifies structural concrete where plain concrete is intended, Option C suits load-spreading masonry not RCC footings, Option D lacks stiffness and cleanliness for bar fixing, Option B matches standard footing base practice for low-rise buildings.

You're doing a quick check and search 'approx steel quantity per cubic meter RCC slab India' for a ground floor slab of 100 m² area and 120 mm thickness; what steel quantity order should you expect?

Option A underestimates steel and would fail strength checks, Option C assumes industrial loading not stated, Option D mixes element types leading to inflated cost, Option B follows common slab thumb rules tied to volume and usage.

After reading about an incident you search 'risk of removing formwork early concrete slab' to brief the team; what is the primary physical consequence?

Option A downplays structural behavior, Option B confuses durability with early-age mechanics, Option D misattributes a thermal phenomenon, Option C reflects loss of support before concrete reaches required strength.

Checking a BOQ you search 'brickwork quantity calculation per cubic meter standard brick size' for 230 mm thick brickwork using standard bricks 190×90×90 mm with 10 mm mortar; how many bricks per m³ should be taken?

Option A skips joint allowance leading to shortages, Option B is a common classroom figure not used in BOQs, Option D overcorrects and bloats estimates, Option C aligns with modular brickwork conventions.

Before backfilling you search 'plinth level verification before backfilling checklist' because drawings and site levels disagree; what should govern acceptance?

Option A prioritizes speed over control, Option B ignores site datum validation, Option D reverse-calculates from assumptions, Option C ties construction to the contractual reference and measured data.

While preparing BBS you search 'lap length for Fe500 reinforcement in tension zone' to finalize details; which lap length approach is suitable for beams?

Option A reflects older steel grades, Option B applies a rule of thumb without context, Option D ignores fundamental mechanics, Option C follows codal development length tied to stress and bond.

For a quick tender sanity check you search 'centering shuttering area estimation for slab' on a 100 m² slab; what shuttering area should you assume?

Option A ignores supporting elements, Option B guesses without element breakdown, Option D applies an arbitrary factor, Option C separates slab and beam shuttering as measured items.

After a near miss you search 'risk of wrong unit conversion in quantity surveying' to explain cost overrun causes; what failure mode does this NOT protect against?

Option A is a direct unit-control issue, Option B arises from the same conversion errors, Option D links to quantity normalization, Option C stems from design engineering rather than measurement units.

Diploma in Cost Estimation, Quantity Surveying, and AutoCAD for Builders

Akshay Kamath

Civil Engineer & Mentor

Rating 4 (1)

Course typeInstructor led live training

Duration 0 Hrs

Start Next month

Language English

$ 150

Beginner course for learners

Foundational Learning
Access to Study Materials
Self-Paced Learning

Opportunities that awaits you!

Earn a course completion certificate

Add this credential to your LinkedIn profile, resume, or CV. Share it on social media and in your performance review

Career opportunities

Talent Acquisition Executive

EveryEng Engg Pvt. Ltd.

N/A

Branding Executive

EveryEng Engg Pvt. Ltd.

N/A

Business Development Executive

EveryEng Engg Pvt. Ltd.

N/A

Course details

This an Advanced Course Which will give you 100 % Hands-on Experience in Live Project Based Learning where you will master the Skills of Quantity Estimation, Costing & BBS.

In this Course Lot of Projects are taken to give in Depth understanding of Concepts and also to get Exposure to Different Building as listed below

Residential Bungalow Building
Industrial Building
Commercial Building
House Building
School Building

Students Will Learn to Calculate the Following Items mentioned Below

Excavation Quantity
PCC Quantity
Stone Soling Quantity
Sand Filling quantity
Footing Shuttering Quantity
Footing Concrete Quantity
Neck Column Shuttering & Concrete Quantity
Backfilling Quantity
Plinth Beam PCC Quantity
Plinth Beam Concrete Quantity
Plinth Beam Shuttering Quantity
Ground Floor Beam Shuttering & Concrete Quantity
Ground Floor Slab Centering & Concrete Quantity

The Course is made by keeping both units in Mind millimeters and Feet & Inches and its conversation so that Students get in-depth knowledge about unit conversion.

The Bar Bending Schedule is also covered explaining the Cutting Length Calculation and all other Structural Elements.

A few Complicated Topics like Irregular Shape Footing l Slopped footing l Stepped footing is also Covered along with Excel Sheet preparation.

The Bar Bending Schedule is also covered explaining the Cutting Length Calculation and all other Structural Elements.

All the Topics are Explained in Depth with a lot of assignments to get Exposure to Different buildings.

Course suitable for

Rail & Transport
Civil & Structural

Key topics covered

- Quantity Survey, Estimation & Costing Of 5+ Buildings from Excavation To Finishing

- Excel Basic Commands And How To Prepare & Use Excel Sheets For Quick Calculations

- Quantity Estimation Of Brickwork, Blockwork, Plastering, Painting, Electrical Tiling Etc

- Preparing Boq For Pcc, Excavation, Plastering, Concreting, Tmt Steel Etc

- Become a Quantity Estimator & Estimate Any Building Like Professional

Training details

This is a live course that has a scheduled start date.

Live session

$ 150

$ 0 Early bird

Coming in Next Month