81Â Â Â i. Number f bricks required for 1 Cu.m brick masonry is ___________
   i. Earthwork
Q2. Attempt any five questions.                                  5×6=30 Â
  Q3 Prepare a preliminary estimate of a building having plinth area equal to 1600 sq.m. Given that :-(a) Plinth area rate – Rs. 2000/- per sq.
Workout the analyses of rates for cement concrete 1:4:8 in foundation. Labour for 10cu.m cement concrete is 1 mason @ Rs. 500/- per day, 15 mazdor @ Rs. 300/- , 2 Bhisti @ Rs. 250/- per day. Rate of material:- cement bag Rs. 250/-, Sand Rs. 600/- per cu.m, Course aggregate (bazri) 1000/- per cu.m.
  1. Excavation for foundation
Estimate and its importance or objectives.
Write a note on Analyses of rates.
 Analyses of rates.
Find out the dry material for 100cu.m brick masonry in cement sand mortar 1:5.
 Find out the dry material required for 100 cu.m cement concrete 1:2:4.
Explain the principles of valuation.
Principles of valuation.
Define contractor. What are essential qualifications of a contractor?
Contractor and essential qualification of a contractor
Distinguish clearly between preliminary estimate and detailed estimate.
Comparison between preliminary estimate and detailed estimate.
Write a short note on depreciation of buildings.
Short note on depreciation of buildings.
Differentiate between security deposit and retention money.
Name the various types of estimate.
What is contract? Explain the different type of contract.
Download Previous Year Diploma Paper of Quantity Surveying & Valuation 6th Sem/Civil/May 2015 Diploma Paper
Quantity Surveying & Valuation 6th Sem/Civil/May 2015 Diploma Question Paper
                   SECTION-A
Q1. a) Fill in the Blanks.                       15×1=15  Â
   i. Number f bricks required for 1 Cu.m brick masonry is ___________
  ii. Capitalized value = net annual rent × ______________
  iii. An agreement which is enforceable law is a _______________
  iv. A reasonable profit usually ________ % for contractor is included in the analysis of rates.
   v. Dry material required for 1cu.m cement concrete is ______ cu.m
b) State the unit of measurement for the following.
   i. Earthwork
  ii. Steelwork
  iii. Painting
  iv. D.P.C
  v. Drip course
  vi. Doors & Windows
  vii. Electricity Fitting
  viii. Bitumen Road Surfacing
  ix. Water Closet
  x. Glass Panes
                   SECTION-B
Q2. Attempt any five questions.                                  5×6=30 Â
  a. What is valuation? Give the purpose of valuation.
  b. What are the factors considered while preparing the analysis of rates?
  c. Find out the dry material for 1 cu.m brick masonry in cement sand mortar 1:5.
  d. Find out the dry material required for 1 cu.m cement concrete 1:2:4.
  e. Define tender. Write the name of various tender documents.
  f. Define contractor. What are essential qualifications of a contractor?
  g. Write a short note on Scrap value and Earnest money.
  h. Write a short note on different Measurement Books.
  i. Write a short note on Depreciation and Muster Roll.
                   SECTION-C
Q3. Attempt any three questions.                            3×10=30
  Q3 Prepare a preliminary estimate of a building having plinth area equal to 1600 sq.m. Given that :-(a) Plinth area rate – Rs. 2000/- per sq.
(b) Extra for Architectural work – 1½% of the building cost.
(c) Extra for Electrical Installation (10%), + Water supply and sanitary installations (6%) = 10+6=16% of the building cost.
(d) Extra for other services- 8% of the building cost.
(e) Contingencies and supervision charges 10%.
Workout the analyses of rates for cement concrete 1:4:8 in foundation. Labour for 10cu.m cement concrete is 1 mason @ Rs. 500/- per day, 15 mazdor @ Rs. 300/- , 2 Bhisti @ Rs. 250/- per day. Rate of material:- cement bag Rs. 250/-, Sand Rs. 600/- per cu.m, Course aggregate (bazri) 1000/- per cu.m.
  Q4 Define valuation. Give the purpose of valuation. State and explain the various method of valuation.
  Q5 What is contract? Explain the different type of contract.
  Q6 Work out the cost of earth work for a portion of a road from Rd 0 to Rd 90 meters from the following dates:
Â
Rd | N.S. level | Filling or Banking |
0 | 205.00 | 210.00 |
30 | 205.00 | Â |
60 | 206.00 | Â |
90 | 206.00 | Â |