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TOP CONSTRUCTION COMPANIES IN INDIA

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1. L&T Engineering & Construction Division Company that provides 'design-build' or 'turnkey' EPC solutions in all major engineering disciplines; based in Mumbai; areas of operation: oil & gas, cement, power, nuclear power, space & defence, power consulting, hydrocarbon consulting etc 2. L&T Engineering Construction & Contracts Division (ECC) India's largest construction organization based in Chennai; part of Larsen & Toubro; undertakes turnkey construction of institutional & commercial buildings (office complexes, shopping malls, hotels, sports complexes, public buildings etc)    3. Larsen & Toubro Limited   BOM: 500510        Engineering & construction enterprise that is one of India's largest private-sector companies; based in Mumbai; products/ services: aerospace equipment, bulk material handling, cement & allied machinery, cogeneration & captive power etc 4. Tata Projec
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How To Calculate Quantity Of Soil/Sand For Filling Plots

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Soil filling is one of the essential features required for every construction projects. So that the site gets developed and prepared for construction. In this article, We will discuss how to calculate the quantity of soil/sand and no. of trally/tucks required for filling plot. Let, Length of the plot = 50 feet. Width of the plot = 40 feet. Area of the plot = Length x Width = 50 x 40 =2000 sft. Suppose we need to fill the plot by 3’5” = 3.41 feet. ∴ Depth of the plot = 3.41 feet. Volume of plot to be filled = 2000 x 3.41 = 6820 cft. This volume is for loose state. For full compacted state, required quantity of soil/sand for filling the plot = 6820 x 1.30 = 8866 cft (1.30 is factor) Now we will calculate required no of trally/ trucks. Suppose a trally can carry 70 cft soil. ∴ No. of trally rerquired = 8866/70 = 126.65 = 127 no. of trally. Suppose a truck can carry 500 cft. ∴ No. of trucks required = 8866/500 = 17.73 = 18 no. of trucks.
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NEW QUESTION PAPER (J.E.) CIVIL

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                                                              J.E. CIVIL HPSSC 2017 1. for a material stress at proportional limit is 200 MPa and modulus of elasticity is 200 Gpa the modulus of resilience for this material will be       a. 0.1 Mpa            b. 1.0 Mpa                c. 10 Mpa               d. 100 Mpa   2. For concrete of grade M50, short-term modulus of elasticity will be nearly       a. 20000 N/ mm 2        b.35000 N/ mm 2           c. 50000 N/ mm 2        d. 75000 N/ mm 2 3. joint filler used during highway construction are      a. Soft wood        b. impregnated fire board         c. both a. & b.     d. none of these.  4. As per  IS 456:2000, in limit state method of design, maximum strain in concrete at the outermost compression fiber in bending is taken as         a. 0.0020                  b. 0.0025                        c. 0.0030                    d. 0.0035 5. which of the following is used for measurement of local velocities of fluid flow
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