CIE 126: QUANTITY SURVEYING Final Exam 2022-2023 PDF

## Final Exam: CIE 126: QUANTITY SURVEYING 1st Semester, 2022-2023 **INSTRUCTION:** Select the correct answer for each of the following questions. Mark only one answer for each item by shading the box corresponding to the letter of your choice on the answer sheet provided. **STRICTLY NO ERASURES...

## Final Exam: CIE 126: QUANTITY SURVEYING 1st Semester, 2022-2023 **INSTRUCTION:** Select the correct answer for each of the following questions. Mark only one answer for each item by shading the box corresponding to the letter of your choice on the answer sheet provided. **STRICTLY NO ERASURES ALLOWED.** ### Set A **B1.** It is broadly concerned with the estimation, planning and control of cost on construction projects. * a. Quantity Surveyors * b. Quantity Surveying * c. Quantity Assurance * d. Quantity Control **A2.** They make sure the costs of large construction and infrastructure projects are accurately estimated based on initial requirements and project specifications. * a. Quantity Surveyors * b. Quantity Surveying * c. Quantity Assurance * d. Quantity Control **B3.** It is defined as the process of determining the approximate cost of performing a work task based on the design information available such as detailed plans, detailed specifications and standard schedule of rates of the current year. * a. Panning * b. Estimating * c. Scheduling * d. Costing **4.** It includes determination of the quantities and cost of everything that is required to complete the project. * a. Rough Estimate * b. Approximate Estimate * c. Detailed Estimate * d. Three point Estimate **5.** Will operate under what has known as the prime contract. * a. SUB-CONTRACTOR * b. GENERAL CONTRACTOR * c. MINOR CONTRACTOR * d. MAJOR CONTRACTOR **6.** A contract to perform work that is part of a larger construction project. * a. SUB-CONTRACTOR * b. GENERAL * c. SPECIAL * d. LUMP SUM **7.** They are essentially mini-agreements to adjust the work, price, and schedule of the initial contract. * a. Addendum * b. Change Orders * c. Change Directives * d. Minor Change **C8.** It is basically a concrete with reinforcement properly embedded that the two materials work together. * a. Reinforced Steel * b. Reinforced Precast * c. Reinforced Concrete * d. Reinforced CHB **9.** The minimum concrete cover for footings. * a. 0.075 m * b. 7.500 m * c. 0.075 mm * d. 0.075 cm **A10.** A national road 6 meters wide and 2.50 km long. Find the number of bags of cement, cubic meter of sand and gravel required if the pavement is 300mm thick. Use Class "AA" concrete having 50 kg/bag of cement. * a. 42750 bags of cement, 2250 cum of sand & 4500 cum of gravel * b. 54000 bags of cement, 2250 cum of sand & 4500 cum of gravel * c. 40500 bags of cement, 2250 cum of sand & 4500 cum of gravel * d. 31500 bags of cement, 2250 cum of sand & 4500 cum of gravel **11.** A footing of 100 cm. thick by 6 meter square supports four concrete posts with 3 meters high having a cross sectional dimensions of 30cm. x 30 cm. Using class "AA" concrete, calculate the quantity of 50kg cement. * a. 67.26 bags * b. 84.96 bags * c. 63.72 bags * d. 49.56 bags **12.** It is classified as lead bearing and non-bearing blocks. * a. Steel * b. CHB * c. Mortar * d. Concrete **B13.** The simplest approach in computing the steel bar reinforcement for CHB * a. DIRECT METHOD * b. AREA METHOD * c. AVERAGE METHOD * d. COUNTING METHOD **C14.** Determine the quantities of 6" CHB in the figure. ![Diagram of CHB wall with 6" CHB] * a. 339 pcs * b. 440 pcs * c. 441 pcs * d. 442 pcs **B15.** Determine the quantities of bags of 40kg cement in the figure. Using 6" CHB and Cement Mortar Class A ![Diagram of CHB wall with 6" CHB] * a. 19 bags * b. 54 bags * c. 28 bags * d. 36 bags **16.** Determine the quantities of cement for plastering both sides in the figure. Using 16mm thick Cement Plaster Class A ![Diagram of CHB wall with 6" CHB] * a. 21 bags * b. 14 bags * c. 26 bags * d. 17 bags **17.** With a CHB fence 20 meters long and 2 meters high, compute the quantity of reinforcements if the vertical reinforcements spaced at 80cm and horizontal reinforcement at every 3 layers of CHB. Use 10mmØ bar x 12 m long. * a. 10 pcs * b. 12 pcs * c. 14 pcs * d. 16 pcs **18.** With a CHB fence 20 meters long and 2 meters high, compute the total weight of reinforcements if the vertical reinforcements spaced at 60cm and horizontal reinforcement at every 3 layers of CHB. Use 16mmØ bar x 6 m long. * a. 64.96 kg * b. 105.46 kg * c. 209.69 kg * d. 270.32 kg **B19.** Commonly used because of its characteristic that provides increased bond between the reinforcement bar and concrete. * a. Concrete Bar * b. Deformed Bars * c. Flat Bars * d. Iron Bars **B20.** The best method in determining the number of main reinforcements of beam and girder. * a. Area Method * b. Direct Counting * c. Approximation * d. By Weight **21.** The quantity and length of the main reinforcement is determined by * a. DIRECT COUNTING METHOD * b. AREA METHOD * c. AVERAGE METHOD * d. APPROXIMATE METHOD * e. **22.** We have 30 footings with the same dimensions, 2.0 x 2.0 meters. Find the total number of 16mm x 6m steel bars required if the spacing is 10cm on center and have a hook length of 100mm on both sides. Consider 7.5cm concrete cover for structures underground * a. 390 pcs * b. 400 pcs * c. 410 pcs * d. 420 pcs * e. **23.** We have 30 footings with the same dimensions, 2.0 x 2.0 meters. Find the total weight of 20mm x 6m steel bars required if the spacing is 15cm on center and having a hook length of 150mm on both sides. Consider 7.5cm concrete cover for structures underground. * a. 2851.70 kg * b. 3884.30 kg * c. 4453.60 kg * d. 6066.40 kg * e. **A24.** It is a temporary boarding, sheathing or pan used to produce the desired shape and size of concrete. * a. Plywood * b. Form * c. Sheet * d. Framework * e. **25.** Eight concrete posts at 3.20 meters high with a uniform cross-sectional dimension of 0.3m x 0.3m. Specify the use of 12mm (1/2") marine plywood on a 2" by 2" wood frame. List down the materials required using a continuous rib type form. Find the lateral perimeter of column * a. 1.2m * b. 1.4m * c. 1.6m * d. 1.8m **31.** Below is an example of Electrical Lighting Layout. Determine the size or rating of the fuse protective device for circuit homerun (ckt.) # 1 only. Use plug-in type CB. * a. 12 amps * b. 15 amps * c. 16amps * d. 20amps **32.** Below is an example of Electrical Power Layout. Determine the size of the branch circuit wire for circuit homerun (ckt.) #6 only. Use THWN wire. * a. #8 * b. #10 * c. #12 * d. #14 **D33.** Below is an example of Electrical Power Layout. Determine the size of the conduit-pipes for circuit homerun (ckt.) # 6 only. Use uPVC Pipe. * a. 13mm dia. * b. 20mm dia. * c. 25mm dia. * d. 32mm dia, **34.** Below is an example of Electrical Power Layout. Determine the size or rating of the fuse protective device for circuit homerun (ckt.) # 6 only. Use plug-in type CB. * a. 12 amps * b. 15 amps * c. 16amps * d. 20amps **40.** Determine the size of the septic tank to serve 450 persons in commercial establishment. Use Technical Data in Determining Volume of Septic Tank. What is the length of septic tank? * a. 4.5m * b. 6.75m * c. 3.8m * d. 5.7m **41.** Determine the size of the septic tank to serve 450 persons in commercial establishment. Use Technical Data in Determining Volume of Septic Tank. What is the final dimension of septic tank? * a. 4.5m x 6.75m * b. 6.75m x 25.62m * c. 3.8m x 5.7m * d. 5.7m x 4.5m **42.** How long will it take a skilled worker to finish a 4" CHB wall with dimensions 20 meters long and 2 meters high? Inside and outside face are to be plastered. * a. 5 days. * b. 15 days * c. 18 days * d. 21 days **43.** How much is the labor cost of the whole project if skilled is paid Php800/8hrs. * a. Php 16,800 * b. Php 12,000 * c. Php 14,400 * d. Php 4,000 **44.** What is the unit Labor Cost of the work? * a. Php 100/sq.m * b. Php 300/sq.m * c. Php 360/sq.m * d. Php 420/sq.m **P45.** A 4" CHB wall with dimensions 4 meters long and 3 meters high, plastered at both sides will be the task of Mason for today. Fill in the table below then answer this question. How many pieces of CHA is needed to accomplish the task? * a. 120pcs. * b. 130pcs. * c. 140pcs. * d. 150pcs. **B46.** A 4" CHB wall with dimensions 4 meters long and 3 meters high, plastered at both sides will be the task of Mason for today. Fill in the table below then answer this question. How much is the cost for cement mortar? * a. 6,264.00 * b. 1,315.44 * c. 7,579.44 * d. 522.00 **A47.** A 4" CHB wall with dimensions 4 meters long and 3 meters high, plastered at both sides will be the task of Mason for today. Fill in the table below then answer this question. How much is the cost for sand plaster? * a. 72 * b. 144 * c. 50.4 * d. 100.8 | Descripti | facto | Quantity | Unit Cost | Cost | |---|---|---|---|---| | CHB | | 150 pcs | 10 Php/pc | 1100 Php | | Cement | | 12.528 | 210 *Php/ba | 1315 44 Php | | Mortar | 0.522 | | *Php/ba | *Php/ba | | Cement | | | 210 *Php/ba | | Plaster | 0.144 | bags | | Php | | Sand | | | 500 *Php/cu | *Php/cu | | Mortar | 0.044 | cu m | | Php | | Sand | | | 500 *Php/cu | *Php/cu | | Plaster | 0.012 | cu m | | Php | **Total Cost:** Php **48.** From the formula Q = (60 x qxzxnx kf )/kl, kl stands for: * a. soil-swelling factor * b. soil-compaction factor * c. soil-loosening factor * d. soil-expansion factor **B49.** VAT (Value Added Tax) for construction materials * a. 10% * b. 12% * c. 8% * d. 5% **C50.** A heavy equipment used in moving earthworks, cut and fill * a. Sheepsfoot Roller * b. Grader * c. Backhoe * d. Bulldozer **B51.** Example of Indirect Cost * a. Excavation * b. Office Salaries * c. Skilled labor * d. Equipment Operator **B52.** Also known as contour map * a. Survey Map * b. Topograhic Map * c. Aerial Map * d. Terrain Map **53.** Rate for renting a dump truck * a. P1, 750/day * b. P 750/day * c. P1,750/hour * d. P 750/hour **54.** ACEL is an acronym for * a. Association of Carrier's & Equipment Lessor * b. Association of Contractor's & Equipment Lessor * c. Affordable Contractor's Equipment Lessor * d. Accredited Contractor's Equipment Lessor **B55.** OCM stands for * a. Overhead, Contingencies & Maintenance * b. Overhead, Contingencies & Miscellaneous * c. Overhead, Contingencies & Manpower * d. Operation, Contingencies & Maintenance **56.** A backhoe of 0.80 cum capacity has a higher production rate for * a. Common Soil * b. Soft Rock * c. Hard Rock * d. Clay Soil **57.** In terms of heavy equipment rental, highest is * a. Backhoe * b. Dump Truck * c. Water Truck * d. Transit Mixer **58.** A dump truck here in the Philippines has a capacity of * a. 10 - 16 cum * b. 10 - 16 cuft * c. 17 - 20 cum * d. 5 - 9 cubic yard **B59.** Usual depth of footing from Natural Ground of residential houses * a. 2.5 m * b. 1.5 m * c. 3.5 m * d. 0.5 m **60.** Usual contractors profit is in the range of * a. 26 - 30% of the total project cost * b. 5 - 9% of the total project cost * c. 21 - 25% of the total project cost * d. 10 - 20% of the total project cost **C61.** Size of ties/stirrups used in columns or beams for one storey residential houses * a. 6 mm diam. * b. 12 mm diam. * c. 10 mm diam. * d. 8 mm diam. **C62.** Unit weight of reinforced concrete * a. 150 pcf * b. 100 pcf * c. 125 pcf * d. 175 pcf **B63.** Unit weight of steel * a. 8750 kgs/cum * b. 7580 kgs/cum * c. 7850 kgs/cum * d. 5870 kgs/cum **64.** Daily effective working hours of construction heavy equipment * a. 5 hours * b. 6 hours * c. 7 hours * d. 8 hours **A65.** A sub-contractor in big projects has an agreement with * a. Project Manager * b. General Contractor * c. Consultant * d. Engineer **A66.** Construction Cost that are specifically allocable to construction contract * a. Direct Cost * b. Indirect Cost * c. Labor Cost * d. Material Cost **C67.** Construction Cost that are not specifically allocable to construction contract * a. Manpower Cost * b. Direct Cost * c. Indirect Cost * d. Equipment Cost **68.** Contingencies in a project is usually in the range of * a. 2 - 3% of the total project cost * b. 4 - 5% of the total project cost * c. 6 - 7% of the total project cost * d. 8 - 10% of the total project cost **C69.** Also known as contract bond * a. Bid Bond * b. Performance bond * c. Construction bond * d. Warranty bond **A70.** A bond required by owners before start of project * a. Bid Bond * b. Performance bond * c. Payment Bond * d. Warranty bond **40.** Determine the size of the septic tank to serve 450 persons in commercial establishment. Use Technical Data in Determining Volume of Septic Tank. What is the length of septic tank? * a. 4.5m * b. 6.75m * c. 3.8m * d. 5.7m **41.** Determine the size of the septic tank to serve 450 persons in commercial establishment. Use Technical Data in Determining Volume of Septic Tank. What is the final dimension of septic tank? * a. 4.5m x 6.75m * b. 6.75m x 25.62m * c. 3.8m x 5.7m * d. 5.7m x 4.5m **42.** How long will it take a skilled worker to finish a 4" CHB wall with dimensions 20 meters long and 2 meters high? Inside and outside face are to be plastered. * a. 5 days. * b. 15 days * c. 18 days * d. 21 days **43.** How much is the labor cost of the whole project if skilled is paid Php800/8hrs. * a. Php 16,800 * b. Php 12,000 * c. Php 14,400 * d. Php 4,000