Solved question paper for QSV May-2008 (DIPLOMA 6th)
Solved Question Paper
Quantity surveying and valuation May-2008
PSBTE • DIPLOMA • Cvil Engineering • 6th • May-2008
QSV (Quantity Surveying and Valuation) for Punjab State Board of Technical Education Diploma in Engineering Civil Engineering 6th semester helps students find subject-wise previous year question papers, old papers, and exam preparation material. These papers are useful for revision, understanding the exam pattern, and spotting repeated question styles before the exam. BRpaper is not the official website of the Punjab State Board of Technical Education or any board or university. Use this page to explore QSV question paper PDFs and old exam papers for better practice and preparation.
Solved Questions
Solved-
Calculate the quantities of earthwork in excavation for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.Long Answer 4 Marks May-2008 • PSBTE DIPLOMA
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May 2008 Calculate the quantity of C.C. 1:4:8 in foundation for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of C.C. 1:2:4 in flooring for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of brickwork in C.M. 1:6 for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of cement plaster inside and outside for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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Calculate the quantity of C.C. 1:4:8 in foundation for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.Long Answer 4 Marks May-2008 • PSBTE DIPLOMA
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May 2008 Calculate the quantities of earthwork in excavation for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of C.C. 1:2:4 in flooring for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of brickwork in C.M. 1:6 for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of cement plaster inside and outside for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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Calculate the quantity of C.C. 1:2:4 in flooring for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.Long Answer 3 Marks May-2008 • PSBTE DIPLOMA
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May 2008 Calculate the quantities of earthwork in excavation for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of C.C. 1:4:8 in foundation for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of brickwork in C.M. 1:6 for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of cement plaster inside and outside for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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Calculate the quantity of brickwork in C.M. 1:6 for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.Long Answer 10 Marks May-2008 • PSBTE DIPLOMA
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May 2008 Calculate the quantities of earthwork in excavation for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of C.C. 1:4:8 in foundation for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of C.C. 1:2:4 in flooring for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of cement plaster inside and outside for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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Calculate the quantity of cement plaster inside and outside for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.Long Answer 6 Marks May-2008 • PSBTE DIPLOMA
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May 2008 Calculate the quantities of earthwork in excavation for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of C.C. 1:4:8 in foundation for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of C.C. 1:2:4 in flooring for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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May 2008 Calculate the quantity of brickwork in C.M. 1:6 for a masonry water tank 10 m × 6 m from the drawings in Fig. 1.
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Calculate the quantity of earthwork for a canal having the given data: RD 0, 250, 500, 750, 1000; NSL 220.50, 220.30, 220.50, 220.15, 220.05; bed width = 3 m; F.S.D. = 0.75 m; F.B. = 0.45 m; top width of banks = 1.5 m; side slope in banking = 1.5:1; side slope in cutting = 1:1; bed slope = 1 in 5000; R.L. of bed at Rd 0 = 220.00.Long Answer 12 Marks May-2008 • PSBTE DIPLOMA
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May 2016 Work out the quantities of earthwork for a channel from the given data: RD 0 500 1000 1500; GL 341.400 341.300 341.100 340.900; PBL = 340.800 m, bed width 4 m, side slope in cutting 1:1 and in filling 1.5:1, bank width 1.5 m on both sides. FSD is 60 cm, free board is 45 cm. Bed slope is 1 in 5000.
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Dec 2008 Calculate the quantities of earth work for a portion of channel from the following data: Bed width = 5 m, Full supply depth = 0.6 m, Free board = 0.5 m, Bed slope = 1 in 5000. Rd/GL/Proposed Bed Level: 0/241.60/241.00, 500/241.50, 1000/241.30, 1500/241.10.
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May 2007 Find out the quantity of earth work for 1500 m length of a channel with the given data: Bed level at R.D. 0 = 237.50 m; Bed width = 4.0 m; Free board = 45 cm; Bank width on both sides = 1.50 m; Side slope in cutting = 1:1; Side slope in filling = 1.5:1 (H:V); Bed slope = 1 in 5000; R.D. (m): 0, 500, 1000, 1500; Ground level: 237.90, 237.80, 237.60, 237.40.
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Calculate the quantity of materials required for an R.C.C. roof slab 1:2:4, 12 cm thick, with 1% steel for a room 4 m × 3 m.Long Answer 6 Marks May-2008 • PSBTE DIPLOMA
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Calculate the quantity of materials required for cement plaster 12 mm thick in 1:3 cement mortar for 50 sq. m. area.Long Answer 6 Marks May-2008 • PSBTE DIPLOMA
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Give the unit of measurement and unit of payment for coal tarring.Short Answer 12 Marks May-2008 • PSBTE DIPLOMA
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May 2010 Write the unit of measurement and payment for coal tar.
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Give the unit of measurement and unit of payment for water closet.Short Answer 12 Marks May-2008 • PSBTE DIPLOMA
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May 2015 State the unit of measurement for Water Closet.
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Give the unit of measurement and unit of payment for supply of timber.Short Answer 12 Marks May-2008 • PSBTE DIPLOMA
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May 2017 State the unit of measurement for supply of timber.
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Dec 2008 Write the units of measurement and payment for sawing of timber.
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May 2007 Give the unit of measurement for sawing of timber.
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Give the unit of measurement and unit of payment for cement pointing.Short Answer 12 Marks May-2008 • PSBTE DIPLOMA
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May 2007 Give the unit of measurement for cement pointing.
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Give the unit of measurement and unit of payment for curtain rod 2 cm dia.Short Answer 12 Marks May-2008 • PSBTE DIPLOMA
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Give the unit of measurement and unit of payment for road surfacing.Short Answer 12 Marks May-2008 • PSBTE DIPLOMA
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Give the unit of measurement and unit of payment for supply of stone ballast.Short Answer 12 Marks May-2008 • PSBTE DIPLOMA
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Give the unit of measurement and unit of payment for jungle clearance.Short Answer 12 Marks May-2008 • PSBTE DIPLOMA
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Calculate the quantity of earthwork for a hill road with the following data: formation width of road = 6 m; side slope in banking = 2:1; side slope in cutting = 1:1; transverse slope of ground 1 in 6 throughout. NSL of ground and formation levels along the center line of road are given below: R.D. 100, 200, 300, 400; N.SL 202.20, 202.50, 203.00, 203.60; Formation Level 203.20, 203.00, 203.20, 203.60.Long Answer 12 Marks May-2008 • PSBTE DIPLOMA
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May 2016 Calculate the quantity of earthwork for a hill road from RD 300 to RD 700, partly in cutting and partly in filling. Formation width is 6 m, side slope in banking 2:1 and in cutting 1:1. Transverse slope is 1 in 5. RD 300 400 500 600 700; NSL 202.250 202.500 203.000 204.100 204.800; FL 204.250 204.000 203.750 203.500 203.250.
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May 2007 Calculate the quantity of earth work of a hill road from RD 400 to RD 700. Formation width = 6 m; side slope in banking = 2:1; side slope in cutting = 1:1; transverse slope = 1 in 5. R.L. of ground and formation level at the center of road are given below: RD 400 N.S.L. 202.25 Formation level 204.25; RD 500 N.S.L. 202.50 Formation level 204.75; RD 600 N.S.L. 203.00 Formation level 203.75; RD 700 N.S.L. 204.10 Formation level 203.50.
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Give the advantages and disadvantages of item rate contract.Short Answer May-2008 • PSBTE DIPLOMA
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May 2007 Give the advantages and disadvantages of item rate contract.
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Prepare the abstract of cost for the following items: excavation for foundation 64 cum @ Rs. 4000 per % cum; D.P.C. 1:2:4 20 sqm @ Rs. 150 per sqm; R.C.C. slab roofing 14.50 cum @ Rs. 6400 per cum; brickwork in C.M. 1:6 4 cum @ Rs. 2000 per cum; doors and windows 10.5 sq. m @ Rs. 1200 per sqm; site clearance = Rs. 500; add 5% contingencies.Long Answer May-2008 • PSBTE DIPLOMA
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FAQ
Frequently Asked Questions
Answers about this subject, solved papers, and preparation.
01 Where can I find QSV previous year question papers for Civil Engineering 6th semester?
You can use this page to look for QSV old question papers and previous year papers for PSBTE Diploma in Civil Engineering 6th semester.
02 Is this page for Quantity Surveying and Valuation only?
Yes, this page is focused on QSV, which stands for Quantity Surveying and Valuation, for the 6th semester Civil Engineering course.
03 Can I use these papers for revision before exams?
Yes, previous year papers are helpful for revision, practicing questions, and understanding the exam pattern for QSV.
04 Are these official question papers from PSBTE?
No, BRpaper is not the official website of Punjab State Board of Technical Education. It only helps students find previous year papers and related study material.
05 Do you provide solved QSV question papers?
Some question papers may be available for practice, but this page does not guarantee solved papers for every year.