Differentiate between Estimating and Valuation.
[3 marks]Write a note on following. (1) Contingencies (2) Work Establishment Charge.
[4 marks]For the given figure-1, compute the quantities of following items. (1) Earthwork in excavation (2) Cement concrete in foundation (3) 1st class Brick masonry work up to G.Lin c.m. (1:6) (4) Back filling in foundation trench.
[7 marks]Explain Cash Flow Diagrams with suitable Example.
[3 marks]Write a note on Pay Back Period Method.
[4 marks]Explain concept of “Time Value of Money”.
[7 marks]Explain Effect of Taxation on comparison of alternatives with Suitable Example.
[7 marks]Define Specifications and mention their objectives.
[3 marks]What are the essential principles of good specification writing?
[4 marks]Write a critical note on the liquidated damages and mention its circumstance under which the owner may lose his right to the liquidated damages.
[7 marks]Write a short note on ‘importance of specification”.
[3 marks]Write a specification for brickwork Iclass in c.m. (1:6)
[4 marks]Draft a tender notice for construction of Hospital, on behalf of R&Bdepartment, Government of Gujarat. The estimated cost of work is Rs. 12, 25, 73, 000/-.
[7 marks]Define “Rate analysis” and mention its Purpose.
[3 marks]Calculate the material Required for 12 mm thick plaster in wall for 100 sqm. Take (C.M. 1:6)
[4 marks]How can a contract be terminated?
[7 marks]Write a short note on SOR.
[3 marks]Calculate the material Required for 1 cum of R.C.Cwork for slab proportion (1:2:4) with steel reinforcement.
[4 marks]Differentiate between Departmental Execution and Contract System
[7 marks]Differentiate between Administrative approval and Technical Sanction.
[3 marks]Define the terms: (1) Price, (2) Cost, (3) Outgoings, (4) arbitration.1
[4 marks]Using Prismoidal formula, compute the earthwork in cutting and filling from the following data. Chainage (m) 0 200 400 600 800 Depth of cutting (m) 2 0.5 0 - - Depth of filling (m) - - 0 1.5 3.0 Formation width of road= 10 m. Side slope for filling H:V= 2:1 Side slope for cutting H:V= 1:1 Transverse slope of ground = nil
[7 marks]Differentiate Revised Estimate and Supplementary Estimate.
[3 marks]Define the terms: (1) Salvage value, (2) Market value, (3) Monopoly value, (4). Fair value
[4 marks]Calculate the volume of earthwork for a Proposed road having formation width 7.5 m and side slope 1:1 using mid sectional area Method. Details of road are given below. Chainage 0 30 60 90 120 150 180 210 240 270 300
[7 marks]G.L. (m) 10.55 10.5 10.4 10.35 10.2 10 9.8 9.65 9.6 9.4 9.2 Formation level of Road = 10.00 m P.C.C Note: 1. Drawings are not to the scale 2. All walls are 30 cm thick2
