All Practice Exams

100+ Free Haryana BSEH Senior Secondary NSQF Construction Practice Questions

Board of School Education Haryana (BSEH) Senior Secondary Class 12 NSQF Construction (code CON 987) practice questions are available now; exam metadata is being verified.

✓ No registration✓ No credit card✓ No hidden fees✓ Start practicing immediately
Overall Senior Secondary pass percentages are published with each BSEH result cycle; no fixed standing subject-wise NSQF Construction pass-rate figure is used here. Pass Rate
100+ Questions
100% Free

Loading practice questions...

2026 Statistics

Key Facts: Haryana BSEH Senior Secondary NSQF Construction Exam

2 h 30 min

Official theory duration for BSEH Class 12 NSQF Construction (CON 987)

BSEH Construction NSQF Question Paper Design 2025-26

30 + 50 + 20

Theory + Practical + Internal Assessment mark split (grand total 100)

BSEH Class 12 Construction (NSQF) Syllabus 2025-26

CON 987

Subject / date-sheet code for Haryana BSEH Senior Secondary NSQF Construction

BSEH Class 12 NSQF Construction syllabus PDF

~33%

Typical minimum pass threshold under standard BSEH Senior Secondary rules (confirm circular)

Standard BSEH Senior Secondary assessment practice

100 MCQs

Free English theory practice items on this OpenExamPrep page (study adaptation)

OpenExamPrep

BSEH Senior Secondary NSQF Construction (CON 987) is Haryana’s Class 12 construction skill subject: Theory 30 + Practical 50 + IA 20 = 100, theory 2.5 hours. Pass often ~33%. Fee is part of Senior Secondary form-fill-up. Free English MCQ theory practice—not a full written/practical simulation or mason licence.

Sample Haryana BSEH Senior Secondary NSQF Construction Practice Questions

Try these sample questions to test your Haryana BSEH Senior Secondary NSQF Construction exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1Random rubble masonry is best described as masonry built with:
A.Precisely squared ashlar blocks with 3 mm joints only
B.Irregularly shaped stones of random sizes laid with mortar (or dry) without uniform dressing
C.Only factory-made concrete hollow blocks
D.Timber logs stacked without stone
Explanation: Random rubble uses stones of irregular shape and size, roughly as obtained from the quarry or with limited dressing, laid either in courses or without regular courses. It is distinct from fine ashlar work.
2Based on arrangement of stones, rubble masonry is commonly classified as:
A.Only dry and prestressed
B.Coursed rubble and uncoursed rubble
C.Only RCC and PSC
D.Only cavity and solid concrete
Explanation: Rubble masonry is classified by course arrangement into coursed rubble (stones roughly levelled into horizontal courses) and uncoursed rubble (stones laid without maintaining regular horizontal courses).
3Uncoursed random rubble masonry is typically preferred for compound walls and low godown walls because it is:
A.The highest-strength system for multi-storey seismic cores
B.Economical, using stones nearly as obtained without maintaining regular courses
C.Required by code for all high-rise lift shafts
D.Built only with polished marble facing
Explanation: Uncoursed random rubble is relatively cheap and quick for low walls because stones need little dressing and need not be set in regular level courses.
4Coursed random rubble masonry differs from uncoursed work mainly because in coursed work:
A.No mortar is ever used
B.Stones are arranged so that bed joints form roughly continuous horizontal courses of uniform height
C.Only brickbats are used as face stones
D.Courses must be of ashlar granite only
Explanation: In coursed rubble, stones are selected and packed so that each course has approximately the same height and bed joints run in roughly continuous horizontal lines.
5A stone suitable for load-bearing random rubble walls should primarily be:
A.Soft, highly porous, and easily powdered by hand
B.Hard, durable, free from cracks, soft patches, and excessive weathering
C.Only glass-like transparent quartz
D.Painted timber imitation stone
Explanation: Building stones for rubble walls must be hard and durable, without cracks, soft pockets, or advanced weathering that would reduce strength and durability in service.
6Which visual check helps reject poor building stone before laying in rubble masonry?
A.Ignoring laminations if the colour looks attractive
B.Accepting stones with wide open cracks if they are large
C.Rejecting stones showing deep weathering, soft veins, or continuous cracks on faces
D.Selecting only the lightest, hollow-sounding stones
Explanation: Visual inspection rejects stones with weathering, soft veins/patches, or continuous cracks that indicate weakness and poor durability in the wall.
7Hammer-dressed stones in rubble work are stones that have been:
A.Left completely undressed as taken from the quarry with no hammer work
B.Roughly dressed with a mason’s hammer so faces and edges are somewhat regular
C.Polished with a machine to a mirror finish
D.Cast in steel moulds as artificial stone
Explanation: Hammer dressing uses a mason’s hammer (and sometimes a chisel) to knock off projections so the stone has roughly even faces and edges suitable for coursed or better rubble work.
8Undressed stones used in rough rubble work are typically:
A.Stones used almost as obtained from the quarry with only minor knapping of weak corners
B.Stones fully squared on all six faces like fine ashlar
C.Only factory-ground marble tiles
D.Precast concrete lintels
Explanation: Undressed (or nearly undressed) rubble stones are used with little shaping beyond removing weak corners or sharp projections that would prevent seating.
9Which tool is most commonly used for rough dressing and knocking off projections on rubble stones?
A.Spirit level only
B.Mason’s hammer (walling hammer) and bolster/chisel set
C.Glass cutter
D.Paint roller
Explanation: Rough dressing of rubble stones is done mainly with a mason’s hammer and chisels/bolsters to remove projections and shape beds and sides.
10Cement mortar for random rubble masonry is prepared by mixing cement and sand with water to a workable consistency so that it:
A.Remains completely dry powder when laid
B.Binds stones, fills voids, and develops strength after setting and hardening
C.Acts only as a coloured paint on the face
D.Replaces the need for any foundation
Explanation: Mortar’s role is to bind stones, distribute load, and fill joints/voids. Proper cement–sand proportioning and water for workability are essential for strength and durability.

About the Haryana BSEH Senior Secondary NSQF Construction Practice Questions

Verified exam format metadata for Board of School Education Haryana (BSEH) Senior Secondary Class 12 NSQF Construction (code CON 987) is pending. The practice questions above remain available while official exam length, timing, passing score, fee, and administrator details are reviewed.