Draw a standard format of measurement form and abstract form.

Determine approximate estimated cost of a residential building using following data: i) Built up area of the proposed building = 350 sq.m. ii) Cost of construction for a building of built up area 300 sq.m and with same specification as proposed building constructed 3 years before = Rs: 16,00,000/- iii) Assume 24% rise in construction cost over rates before three years. iv) Assume a provision of 15% of construction cost for water supply, drainage and electrification.

Write short note on prime cost and provisional cost of items.

Enlist data required to prepare estimate and explain in detail.

Write short note on contingencies and rate analysis.

Explain Bay method and Service unit method for preparing approximate estimate.

State various method of inviting tenders and explain any one method.

Explain five conditions of contract related to the execution of work. Give appropriate examples.

What is arbitration and what are powers of arbitrator?

What is meant by a tender notice? Discuss the essential contents of a typical tender.

Define contract and what are the objectives of it?

Explain the role of Arbitrator in civil engineering works.

Make a note on work charge establishment?

What is centage charge?

Enlist data required for preparing estimate?

Points considered while estimating irrigation type civil works?

State any five items with mode of measurement units?

Determine approximate estimated cost of a hospital building, using following data. i) Number of beds in proposed Hospital = 135 Nos. ii) Cost of construction for a Hospital building of 125 beds and with same specification as the proposed hospital constructed 5 years before = Rs. 26,00,000/- iii) Assume 20% rise in construction cost over rates before three years. iv) Assume a provision of 12% of construction, cost for water supply, drainage and electrification.

Explain tender and its example?

Explain the P.W.D. procedure for execution of minor works.

What is arbitration and what are powers of arbitrator?

Explain registration procedure for contractor?

Explain following terms, i) Defects liability period ii) Liquidated damages

Explain Need of arbitrator?

Explain in details administrative approval and technical sanction.

Enlist different type of approximate estimate and explain any one in details.

Prepare typical format of measurement form and abstract form.

Explain valuations and elaborate use of it? State role of rate analysis in estimation?

Write short note on i) Centage Charges ii) Lead Statement

Prepare an approximate estimate of town hall building having plinth area equal to 1500 m2. i) Plinth area rate = 3200 m2. ii) Special architectural treatment = 2% of cost of building iii) Water supply and sanitary installation = 5% of cost of building iv) Electric installation = 14% of cost of building v) Other services = 6% of cost of building vi) Contingencies = 3% of overall cost of building vii) Supervision charges = 8% of overall cost of building

What is BOT and global tendering?

Explain the P.W.D. procedure for execution of minor works.

Define arbitration and need for arbitration.

Discuss tendering procedure with respect to any one specific construction work.

Explain following terms, i) Defects liability period ii) Liquidated damages

Discuss various types of arbitration explain any one in details.

Explain different methods of taking out quantities. Explain any one with example.

Figure shows plan and section of residential building, Determine the quantities of following item By PWD Method (Assume any suitable data) i) Excavation in foundation ii) PCC in Foundation iii) UCR masonry in CM (1 : 6) in foundation iv) CR masonry in CM (1 : 6) in foundation v) Damp proof course 3 cm thick

Determine quantity to steel reinforcement in slab for both room from figure clear cover on both side 20 mm (Assume any suitable data)

R.C.C simply supported beam of side 300 mm × 400 mm is shown in figure The span of beam is 6.0 m and end bearing (both sides) is 30 cm. calculate total quantity of steel reinforcement. (Assume any suitable data)

Differentiate between following methods : i) Mid sectional area method & Mean Sectional area method. ii) Trapezoidal formula method & Prismoidal formula method.

Calculate the quantities of Earthwork is cutting and filling for road with following data : i) Formation width of road is 10 m ii) Slope in cutting 1 : 2 iii) Slope in Banking 2 : 1 Chainage 0 30 60 90 120 GL in m 400 398 50.50 396 392 FL in m 397 396 395 394 393

List out different methods to workout Earth work quantity for road work. Explain any one method.

Prepare an estimate of a pipe culvert for following item as shown in Fig. 4 (a) and Fig. 4(b) i) Excavation ii) Earth filling iii) Rubble soling

Prepare a rate analysis of 12mm thick cement plaster (1:4)

What is the necessity of drafting specification for Civil engineering work. Explain i) General specification. ii) Detailed specification.

Prepare a rate analysis of Cement concrete 1:2:4 for R. C. C. Roof Slab with 2.5 % steel.

Prepare a detailed Specification for plain cement concrete & Brick Masonry in Superstructure.

Why do depreciation occur in the valuation of property? What are the different methods of calculating depreciation. Explain any one method of calculating depreciation stating formula used, merits & demerits.

Explain with example five purpose of valuation.

A building is constructed at a cost of 10 lakhs. The life of building may be assumed to be 90 years and the scrap value of building to be 10% of building cost. Determine the depreciation in 60th year. Use straight line method, sinking fund method assuming 10% compound interest.

Differentiate between Cost, Price & Value with suitable example.

Define the following terms : i) Dual rate Year purchase ii) Sinking Fund iii) Annuity iv) Obsolescence v) Free hold Propert

The depreciated replacement value of building has to be found out with the following data : i) Total builtup area = 1500 sq-m ii) Age of building = 50 years iii) Life of building = 100 years iv) Scrap value after useful life = 10% v) Percentage for sinking fund = 8% Assume rate of construction as Rs. 4000/sq-m

What are the factors to be considered while preparing detailed estimates?

Determine the quantity of steel reinforcement in slab for both room from fig in 8mm φ bar provided @120mm c/c along short & long span with alternate bent up bar, determine the quantity of reinforcement.

Fig shows plan and section of residential building determine the quantities of following item by PWD method (assume any suitable data) i) Excavation in foundation ii) Pcc in foundation iii) UCR masonry in cm (1:6) in foundation iv) Damp proof coarse 3cm thick.

Explain in detail concept of long wall short wall and Centre line method with the help of example.

Calculate for an embankment by mean area method workout the qualities of earthwork for an embankment 100m long and 10m width at the top side slope 2:1 and the depth of each 20m and are 0.6, 1.2, 1.4, 1.6, 1.5 m respectively.

Differentiate between following methods : i) Mid sectional area method & mean sectional area method ii) Trapezoidal formula & Prismoidal formula

Calculate the quantities of earthwork foe 200m length for portion of road in the uniform ground the height of banks at two ends being 1.0m and 1.60m. the formation width is 10m and side slope is 2:1 (H:V). assume that there is no transverse slope.

Explain different methods to work out the earthwork quantity for roads and canals.

Briefly explain i) Brief specifications ii) Detailed specifications

Using the standard format conduct the rate analysis for the following item of work - brickwork in a cement mortar 1:6 (take a brick size as 19cm × 9cm × 9cm)

Draft a detailed specification for materials, labour, workshop, mode of measurement etc. for the UCR masonry in foundations and plinth.

Explain the factors to be considered while determining rate per unit of an item.

Explain with example five purpose of valuation.

Discuss five factors that affect the value of property.

What is depreciation? List the different methods of calculating depreciation. Explain any one

State four methods of computing depreciation. Explain any one in details.

Explain the concept of freehold and lease hold property.

A building is constructed at a cost of 5lakh. The life of a building may be assumed to be 80 years and scrap value of building to be 10% of building cost. Determine the depreciation in 40 years use the straight line method. Cost percentage method and sinking fund method assuming 8% of compound interest.

Explain in detail concept of long wall short wall and Centre line method with the help of example.

Workout the quantity for the following items of work- i) PCC (1:4:8) for foundation ii) Footing in stone masonry for substructure.

Prepare bar bending schedule fig show the L s/c and c/s of RCC beam. Also determine the % of steel in the beam ( assume density of steel is 7860 kg/m3)

Explain in details about factors to be considered during preparation of detailed estimate.

Calculate the quantity of earthwork for percolation tank from following data: Use trapezoidal method i) Top width 3m ii) R.L of top of embankment 102m iii) side slopes - upstream & downstream side 1:2 (v:h) iv) refer table

Calculate for an embankment by mean area method, workout the quantities of earthwork for an embankment 100m long and 10m wide at a top. Side slope is 2:1 and depth of each 20 m and are 0.6, 1.2, 1.4, 1.6, 1.5m

Calculate the quantities of earthwork for 200 m length for a portion of road in an uniform ground, the height of banks at two ends being 1.0m and 1.60m. The formation width is 10 m and side slope 2:1 (H:V). Assume that there is no transverse slope. Use 3 different methods

Explain different methods to workout quantity of earthwork for Road and canal.

Define specification & explain its necessity and enlist types of specification.

Carryout rate analysis for 2.5 cm thick Cement concrete 1:3:6 flooring. The following rates for material and labor may be consider for rate analysis: Cement = Rs. 300 per bag, Sand = Rs. 1400 Per Cum., Aggregate = Rs. 1400 Per Cum., Bricks = 4500 per 1000 Nos., Steel = Rs. 38500 per M.T., Labour rate Per day: Head mason = Rs. 600, Mason = Rs. 450, Mazdoor = Rs.350, Bhishti = Rs. 300

Using the standard format, conduct the rate analysis for the following item of work Cement concrete 1:2:4 for RCC Roof slab with 1.5% steel

Write a detailed specification for BBM in CM 1:6 for superstructure.

Define valuation. Explain various factors affecting value of property.

Explain the concept of free hold and lease hold property. What are the reasons under which the property is leased and what are the liabilities of lessor and lease?

Define : i) Scrap value ii) Salvage value iii) Sentimental value iv) Distressed value

A building is constructed at a cost of 5lakhs. The life of building may be assumed to be 80 years and the scrap value of building to be 10 % of building cost. Determine the depreciation in 40th year. Use straight line method, constant percentage method and sinking fund method assuming 8% compound interest.

Explain with example : i) Obsolesce ii) Duel rate Y. P. iii) Earned Value

A plot of land is situated along a highway. The plot has an area of 20,000 sqm with a single frontage of width 40m along highway. The front 30m along the plot from the edge of highway is kept reserved for providing gardening and other green purpose, also the remaining 3 sides of the plot is prohibited from any sort of construction under law. Assuming that the prevailing rate of land varies between Rs. 20/- sqm to Rs.25 sqm. Find the value of the property.

Fig 1 (a) and (b) shows plan and section of residential building, Determine the quantities of following item. i) Excavation in foundation ii) UCR masonry in CM (1 :6) in foundation iii) Damp proof course

Determine quantity to steel reinforcement in slab for both room from fig no 2 in 8 mm ó bar provided @ 120mm c/c along short and long span with alternate bar bent up at support. Determine the quantity of reinforcement.

Explain in detail concept of long wall short wall and Centre line method with the help of example.

The plan and elevation for the column footing for an R.C.C. framed structure is shown in Fig.3 (a) and (b). work out the quantities for the following item of works. i) Earth 1 work excavation for foundation ii) C.C.(1:2:4) for column footing.

Calculate for an embankment by mean area method, workout the quantities of earthwork for an embankment 100 m long and l0 m wide at a top. Side slope is 2:1 and depth of each 20 m and are 0.6, 1.2, 1.4, 1.6, 1.5m.

Prepare an estimate of a pipe culvert for following item as shown in Fig. 4 (a) and Fig. 4(b) i) Excavation ii) Earth filling iii) Rubble soling iv) P.CC. (1:4:8) for foundation and below pipes

Calculate the quantities of earthwork for 200 m length for a portion of road in an uniform ground, the height of banks at two ends being 1.0m and 1.60m. The formation width is 10 m and side slope 2:1 (H:V). Assume that there is no transverse slope.

Explain different methods to workout quantity of earthwork for Road,canal, Railway embankment, dam.

Briefly explain i) General or brief specification ii) Detailed specification

Using the standard format, conduct the rate analysis for the following item of work. Brickwork in a cement mortar 1:6. (take brick size as 19cm×9cm×9cm)

Conduct the rate analysis for the following item of work. Cement concrete 1:2:4 for RCC Roof slab

Write a detailed specification for BBM in CM 1:6 for superstructure.

Define valuation. Explain any one method of depreciation.

A building is constructed at a cost of 5 lakhs. The life of building may be assumed to be 80 years and the scrap value of building to be 10% of building cost. Determine the depreciation in 40th year. Use straight line method, constant percentage method and sinking fund method assuming 8% compound interest.

Differentiate between price, cost and value.

Explain the concept of free hold and lease hold property. What are the reasons under which the property is leased and what are the liabilities of leaser and lease?

Explain with example: i) Obsolesce ii) Years Purchase iii) Earned Value

What is Depreciation? List different methods of calculating depreciation explain anyone.

Fig. 1.a shows plan and section of residential building. Determine the quantities of following item By PWD Method or Center line Method (Assume any suitable data) i) Excavation in foundation ii) PCC in Foundation iii) UCR Masonry in CM (1:6) in foundation iv) CR Masonry in CM (1:6) in foundation v) Damp proof Course

Explain Different methods of taking out quantities. & Which factors to be considered during preparation of Detailed Estimate.

AR.C.C. Simply supported beam of 300 mm X 650mm is reinforced with 4 number of 20 mm diameter bars. The main bars are placed in one row and two bar bent up out of 4. Two top anchor bar of 12 mm diameter are provided and stirrups of 6 mm diameter are provided at 140 mm c/c span over beam of length 5.6m. End beraing is 30 cm. Calculate Quantity of Straight bar, Bent up bar Bar, Anchor Bar, & Stirrups Ref. Fig 2-a

Explain the terms i) Bar Bending Schedule ii) Types of Steel reinforcement iii) Weight of Steel Bar iv) Number of Bars or Stirrups

Calculate the quantities of Earthwork is cutting and filling for road with following data i) Formation width of road is 12m ii) Slope in cutting 1.5:1 iii) Slope in Banking 2:1 Chainage 0 30 60 90 120 GL in m 500 498.50 60.70 497 494 FL in m 497 496.50 496 495.5 495

List out different methods to workout Earth work quantity for road work. Explain any one method.

Calculate the quantities of Earthwork is cutting and filling for road with followind data i) Formation width of road is 10m ii) Formation level of starting chainage is 50.40 m iii) Side slope is 1:2 for filling and 1:1.5 in cutting iv) The road surface shall be given falling gradient of 1:100 Chainage 0 30 60 90 120 150 180 GL 50.70 50.60 60.60 51.10 51.20 51.00 50.00

Differentiate between following methods i) Mid sectional area method & Mean Sectional area method. ii) Trapezoidal formula method & Prismoidal formula method.

What is the necessity of drafting specification for Civil engineering work? Explain briefly i) General specification ii) Detailed specification

Prepare a rate analysis of 12mm thick cement plaster (1:4)

Prepare a detailed Specification for plain cement concrete & Brick Masonry in Superstructure.

What are the factors affecting rate analysis. Explain in details the procedure for rate analysis.

What are the different types of value? Explain market value and any 5 factor affecting market value of property.

Explain with example five purpose of valuation.

Determine the present value of a building including land using following data: i) Income available from property: 9600 Rs/ per annum. ii) Life of property: 80 years iii) The rate for redemption is 6% and rate of interest on government securities is 5%. iv) All outgoing: 35% of gross income. v) Present cost of land: Rs. 30 lakhs.

Explain i) Salvage value ii) Book value iii) Fair market value

State four methods of depreciation Explain any one detail.

The depreciated replacement value of building has to be found out with the following data i) Total builtup area = 500m2 ii) Age of building = 25 years iii) Life of building = 90 years iv) Scrap value after useful life = 10% v) Percentage for sinking fund = 5% Assume rate of construction as Rs. 2000/sq-m