Construction budget intermediate

1、Construction budget intermediateThis article is contributed by stanley_xdDOC documents may experience poor browsing on the WAP side. It is recommended that you first select TXT, or download the source file to the local view.Ningbo promoted construction, construction, urban secondary vocational quali

2、fication examinationConstruction budget paperSubject code: Subject Code: 2(exam time: 120 minutes on June 6, 2004)The first part is objective questionNotice: objective questions include individual choice questions and judgment questions. Please answer them on the answer sheet. Alternative answers ev

3、ery day in only one of the most to do), a multiple-choice question (each 1 points, a total of 30 points. Alternative answers every day in only one of the most with their single choice ().1, the construction enterprises in the construction site temporary facilities should be included in the expenditu

4、re (A, other direct costs, C, construction costs other contractors to undertake additional costs required for construction. A, 30 A, other direct fees, A, enterprise nature C, engineering category A, equipment amortization fee C, other mechanical cost 6, construction and installation project investm

5、ent is made by (B, 25). C, site management fees, B, enterprise grade D, enterprise class or engineering category), no additional plan. B, D, fixed price lump sum fee plus a). D, indirect costs), the planned profit margin, the implementation of differential profit margins. B, enterprise management fe

6、es C, 20 D, 353, engineering sewage charges should be attributed to (4) based on different sources of investment, or (B, indirect costs, D, on-site funds) kilometers.2, the construction fee increase refers to the construction unit to send construction forces away from the station5. The amortization

7、expenses of the sleeper subgrade boxes for precast square piles and on-site cast-in-place concrete piles have been includedA, construction costs, installation costs, equipment purchase costs B, labor costs, material costs, construction machinery costs C, the direct cost, indirect costs, profits and

8、taxes, D direct costs, other direct costs, site funds 7, building eaves height refers to (A, A, the financial cost of the indoor floor C, site management fees) to the bottom of the building cornice height. B, based on surface C, outdoor ground). B, other investment related to project construction, D

9、, indirect fee, D, floor lowest8, construction enterprises financial personnel wages belong toConstruction budget and construction budget intermediateFirst pages (4 pages altogether)9, the construction site construction operator basic salary should be included (). A, other direct fees, B, labor cost

10、s, C, site management feesD, enterprise management fee10, on a construction site, the basic wages and wages of drivers who drive bulldozers should be paid from (). The technology layer A, artificial cost B, Jixietaiban at C, D site management fees and financial expenses, 11 storey less than 2.2 mete

11、rs, used as a warehouse, the construction area of the area of the external level (A, 1/3 B, 1/2 C, D, 1/4 12, all calculated wall brickwork, when the quantity of items no increase is (). A, prominent wall sill lines B, 1/2, C sets of doors and windows above the brick wall of D, along more than two d

12、uo pick along a total volume of 313, a project for the 1586M are digging, dirt, all out of the earth, for the project (A, 1586MThreeCalculation.).ThreeThreeThree14. The outline dimension of a building is 60M * 15M, and its field leveling is as follows. () M2. A, 900, B, 1054 C, 1216 D, 135015, layin

13、g m 600mm concrete pipe backfill earth, known channel ditch length 60m, cross sectional area of 20m2, then the amount of backfill project is. A, 1180.20, B, 120016, no column under the beam, the column should be highThree)C, 1183.04).D, 1167A, on the surface to the floor under the column surface B,

14、column surface to the floor surface, C column surface to the lower surface of the D cap, column surface to column cap surface 17, the following basic form in calculating earthwork moving soil and backfill, leveling the ground is (A, C, 3M within the brick foundation raft foundation A, production rat

15、e B, B, transportation and stacking within 3M within D, 4m column foundation building foundation) loss rate. D, custody). C, install).18, concrete and reinforced concrete prefabricated component calculation should not be considered19, the "direct project cost" and "direct engineering

16、fee" between the two inner relations (A, direct project cost = direct cost engineering B, direct project cost < Engineering direct expense C, direct project cost = direct engineering fee + other direct costs D, direct project cost = Engineering direct cost + other direct costs + 20, the colu

17、mn and the base site funds division, with (A, outdoor floor) for the community. C, basic expansion surface, B, indoor floorD, lowest floor) meter21. The amount of the brick foundation works is calculated by the length of the broken area. The length of the outer wall is calculated according to the ce

18、ntral line, and the length of the inner wall is calculated. A, foundation line, long line C, inner wall net long line B, inner wall net long line, take 0.97 D, inner wall central line) within the stairwell.22, the stairs to the floor level projection area calculation, without deduction, width less t

19、han (Construction budget and construction budget intermediateSecond pages (4 pages altogether)A, 25CMB, 30CMC, 40CMD, 50CM).Calculate the length of reinforced 23, the budget of construction drawing reinforcement amount, the following statement is correct (A, not considering the theoretical weight be

20、nt elongation C, low alloy steel, excluding 24 poor roof waterproofing materials (A, according to the developed areaThreeB, calculated according to the length of steel reinforcement, D and steel loss rate by 2%ThreeD and paved area25, 1M, the volume of soil was converted into natural dense volume (A

21、, 1, B, 0.80)26, comprehensive scaffolding quota applicable to (A, housing plus layer C, ancillary works27, a house high 6.4m, full scaffolding increase layer for (A, 0, B, 1)28, dado veneered block surface layer with high quantity, in (A, 3000mm, 1200mm, C within less than 29 column facing area by

22、(A, C, real area expansion area30, in the ceiling of the fold line, fold down, such as arc, arch, high and low with light trough or art form of the ceiling, according to () calculation. B, the horizontal projection between the main walls, the net area of D and ceilingA, expansion area C, wall centra

23、l line areaTwo, determine the title (1 points per day, a total of 20 points) to determine the problem (.1, due to a wide range of coatings, such as the use of different varieties, materials can be converted, artificial, mechanical unchanged. The safety cover fee may be charged separately. (3) the ta

24、x rate for the county level urban area should be set at the county (town) rate, i.e., 3.36%. (4, block inlaying "sporadic project" applies to the cornice, gutter, waistline, windows and doors, top, balustrade and handrail etc. (5, garret staircase to the top with a small, single staircase,

25、 construction area should be calculated. (6, steel mesh fine stone concrete rigid roof, in real shop area calculation, drip line, expansion joints, flanging thickening) high) 2, more than 20 meters high building eaves is high increase in fees, but it does not include the eaves height of 20 meters be

26、low the need of layingConstruction budget and construction budget intermediateThird pages (4 pages altogether)Expansion calculation. (7) if the hollow plate needs a plug, 10 yuan per cubic meter of hollow board will be increased by 160 yuan. (concrete parts, materials, machinery, increased in propor

27、tion. ()()8. When calculating the weight of the steel plate, the polygon is calculated according to the external rectangle, without the weight of the cut, the limb and the trimming. 9, when the tailgate height more than 1.2 meters, according to the proportion of quota increase, the tailgate thicknes

28、s more than 9 cm, in 10, along with the quota pick to pick out along the ditch part volume, wall edge over even with a rabbet shaped beam according to the beam calculation. 11. The quota section is a collection of sub engineering items with the same technical factors in the subsection project. (12)

29、the quota for brick walls shall be fixed according to the internal and external walls respectively. (13) the basement floor is curved and non arc, with beams and beams, and all of them perform the same amount. (15, fixed quota design, did not specify the number of paint, light colored sets two times

30、, dark sets three times. The board fee is no longer calculated. ()14, if the design is belt foundation, the actual construction adopts big opening excavation, but still applies the comprehensive excavation earthwork quota.16, if there is a beam of fan-shaped plate beam in beam has a curved beam is f

31、ixed, the rest of the fan-shaped plate can be set corresponding cast-in-place board quota, but arc 17, scaffolding material is repeatedly used materials, fixed materials listed as a share of sales. - an increase in the work surface.() 20, synthesis)18, in the same slot in the pit excavation, if two

32、conditions increase the working face, not superposition calculation, according to the two conditions in the larger 19, the norm of labor including material and other types of super distance, joint direct production labor and direct employment of amplitude difference. (the rate does not include the s

33、upply and demand, the cause and effect increase fee and the technical measures, in which the profit margin is considered in line with the category B investment project. (The second part is the subjective questionAttention: please answer this question directly. Question number three, marking the full

34、 score (short answer every day 5 points, a total of 15 points (short answer).1, two times decoration and house repair decoration how demarcation? How do they calculate the cost categories in the local residential projects?Three 15Four 35Subtotal 50Construction budget and construction budget intermed

35、iateFourth pages (4 pages altogether)2. Briefly describe the cost items and sub purposes.3, integrated scaffolding for what works? What does it include and not include?Four, calculation questions (first questions, 23 points, second questions, 12 points) calculation questions.1, a two storey resident

36、ial brick structure, the flat roof with a parapet wall, the wall thickness is 240mm, height is 3000mm, the floor for prefabricated hollow plate, thickness of 180mm, the first floor is shown in Figure 9, two planes are shown in Figure 10, the basic plane shown in Figure 11, the basic profile shown in

37、 Figure 12; known outdoor floor design the elevation of 0.2m, the interior design floor is 0; exterior wall is arranged on the parapet, 600mm, high 240mm thick; known wall foundation for the two step (step two feet high large place known as high a foot thick brick large place with folded height 0.197m), lintel, ring beam 33 exterior product is 2.5m in the wall, lintel and beam volume 1.5m; door and window size: C-1 1500mm * 1200mm M-1 900mm * 2000mm, 1000mm * 2100mm, M-2. (soils are three types of dry soil)Construction bud