Civil Concept

BOQ Maker | Bill of Quantity Maker for Civil Engineers

BOQ Maker SN No. Description Unit Quantity Rate per unit (Rs) Total amount (Rs) 1 m²m³LitNo.L.S 2 m²m³LitNo.L.S 3 m²m³LitNo.L.S 4 m²m³LitNo.L.S 5 m²m³LitNo.L.S 6 m²m³LitNo.L.S 7 m²m³LitNo.L.S 8 m²m³LitNo.L.S …

Concrete Mix Design | Concrete designer Tool

High Strength Concrete | How to Prepare High Strength Concrete?

Concrete Mix Design Input a) Grade of Concete M5M7.5M10M15M20M25M30 b) Required Volume of Concrete: m³ c) Water Cement Ratio: Results: Dry Volume of Concrete: Cement Required: Sand Required: Aggregate Required: …

Civil engineer objective questions – Engineering Economics (Section-5)

102. For any project to be feasible: a) future work should be negative b) present work should be positive c) annual work should be equal to zero d) payback period …

Civil engineer objective questions – Engineering Economics (Section-4)

76. FIRR of a project should be a) greater than borrowing rate b) lesser than borrowing rate c) equal to borrowing rate d) none of the above See Correct Answer …

Civil engineer objective questions – Engineering Economics (Section-3)

51. According to law of supply, if the price of goods increasesthen the demand of articles a) increases b) decreases c) constant d) all of the above See Correct Answer …

Civil engineer objective questions – Engineering Economics (Section-2)

26. The ratio of discounted benefit and discounted cost is called a) discount ratio b) B/C ratio c) C/B ratio d) none of the above See Correct Answer 27. In …

Civil engineer objective questions – Engineering Economics (Section-1)

1. Engineering economics is mainly concerned with a) IRR b) ERR c) B/C ratio d) profit See Correct Answer 2. A series of equal payments occurring at equal period of …

Civil engineer objective questions – Structural Analysis and Design (Section-14)

326. For a cantilever of effective depth of 50cm, the maximum span to satisfy the vertical deflection limit is a ) 3.0m b ) 3.5m c ) 4.0m d ) …

Civil engineer objective questions – Structural Analysis and Design (Section-13)

301. Minimum spacing between horizontal parallel reinforcements of the same size should not be less than a ) one times diameter b ) two times diameter c ) three times …

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