[Concrete and Reinforced Concrete Projects] 1. The cast-in-place concrete cup-shaped foundation shall be carried out according to the cast-in-place concrete independent foundation project, and the labor cost shall be multiplied by the factor 1.1. 2. The slope roof concrete shall

[Concrete and Reinforced Concrete Engineering]

1. Cast-in-place concrete cup-shaped foundation is executed as a cast-in-place concrete independent foundation project, and the labor cost is multiplied by the factor 1.1. 2. Slope roof concrete is executed according to the corresponding quota project, and the amount of concrete is multiplied by the factor 1.05. 3. When the width of each step of the cast-in-place concrete ladder-shaped (zigzag) floor slab is greater than 300mm, it shall be carried out according to the project of the slab, and the manual multiplication factor shall be 1.45. . 4. Cushion: loose water , anti-slip ramp concrete cushion, calculated according to the cushion item, manually multiplied by the coefficient 1.2. 5. Cushion: commercial concrete cushion on the floor, executed according to the commercial concrete cushion item, The manual multiplication factor is 0.9. 6. Production, installation and grouting of prefabricated components: In addition to using tower cranes, winches, hoisting, if the components of the single-story house roof system must be installed outside the span, the quota of machinery must be installed according to the corresponding components. The cost of hoisting high-rise buildings is multiplied by the coefficient 1.18. 7. The lifting fee of high-rise buildings is multiplied by the coefficient 1.65 according to the corresponding quota items. 8. Reinforcement engineering: the masonry steel bar reinforcement is carried out in the cast-in-place component steel bar project, and the amount of steel bars is multiplied by the coefficient 0.97. 9. Curved steel bar system The installation is carried out according to the corresponding project, and the labor cost is multiplied by the coefficient 1.2

[Metal Structure Engineering]

1. The steel grid installation quota is compiled according to the flat grid structure. For example, if the design is cylinder shell , spherical shell and other curved surface structures, the corresponding projects The installation quota of labor and machinery costs is multiplied by a coefficient of 1.2. 2. Steel truss The installation is compiled according to a linear truss. If the design is a curved or broken line truss, the installation quota of the corresponding project labor and machinery costs is multiplied by a coefficient of 1.20. 3. Steel The bridge installation is compiled according to linear components. If it is designed to be a curved or broken line steel bridge, the installation quota of the corresponding project labor and machinery costs is multiplied by a factor of 1.30. 4. When steel columns are installed on concrete columns, the machinery is multiplied by a factor of 1.43. 5 .The hoisting fee for high-rise buildings is multiplied by the coefficient 1.65

[Wood Structure Engineering]

1 according to the corresponding quota items. Wooden roof trusses: If the roof trusses need to be planed, the manual multiplication is multiplied by the factor 1.15, and the timber volume is multiplied by the factor 1.08. 2. Purlins: Round The wooden purlin project already includes planing materials. If the design stipulates that the purlin needs to be rounded and straightened, the wood volume shall be multiplied by a coefficient of 1.05, and the manual multiplication shall be multiplied by a coefficient of 1.22.

【Door and window engineering】

1. Metal doors and windows: Double-layer windows are calculated based on the fixed unit price multiplied by a factor of 2. 2. The wood types for factory and warehouse doors are all based on Category I and Category 2 wood species. If Category 3 and Category 4 wood species are used, the production and installation labor and machinery costs are multiplied by a coefficient of 1.26. 3. Doors and windows are covered with galvanized iron sheets. Based on both sides, if the design stipulates that it is a single-sided iron sheet, the labor and material multiplication factor is 0.67. 4. The wood types of wooden door and window covers, wooden tube boards, and wooden window sill boards (unless otherwise specified) are all Class I and II wood. The species shall prevail. If three or four types of wood species are used, the production and installation labor costs and machinery costs shall be multiplied by the coefficient 1.35

[Thermal insulation, heat insulation, and anti-corrosion engineering]

1. Pool tank thermal insulation and pool bottom thermal insulation. The ground insulation project is carried out, and the labor cost is multiplied by a factor of 1.2; the pool wall insulation is carried out according to the wall insulation project, and the labor cost is multiplied by a factor of 1.2

2. Anti-corrosion project

① Various surface layers do not include skirting lines , except for polyvinyl chloride plastic floor, other overall surface skirtings are calculated according to the corresponding items of the overall surface layer, and the artificial multiplication factor is 1.6; block surface skirtings are calculated according to the corresponding items of the block surface layer. For calculation, it is manually multiplied by a coefficient of 1.56. If the method is different from the quota of this division, the corresponding project in the 2015 "Sichuan Province Construction Engineering Bill of Quantities Valuation Quota - Housing Construction and Decoration Engineering" book shall be implemented. ②The block material surface layer shall be based on the plane block material surface layer. For the elevation block material surface layer, the corresponding items for the plane block material surface layer shall be carried out, and the manual multiplication factor shall be 1.38

[floor surface]

1. colored terrazzo The color separation of floor and floor moldings shall be based on quadrilateral grids. If polygonal or artistic patterns are used, the artificial multiplication factor shall be 1.2.2. For the decorative surface of the spiral staircase, the corresponding staircase project shall be carried out, and the coefficient shall be multiplied by 1.15

[Wall column surface engineering]

1. Plastering: For plastering on the arc, zigzag, and irregular wall column surfaces, the corresponding project shall be multiplied manually Coefficient 1.15

2. Inlaying block materials

① When inlaying block materials on arc-shaped, zigzag and other irregular wall cylinder surfaces, multiply the coefficient 1.15 manually. ② imitation stone bricks are implemented according to the face brick quota, and are manually multiplied by a coefficient of 1.20. ③ ceramic art bricks with art patterns are implemented according to the quota for face bricks, and are manually multiplied by the coefficient 1.20. ④ Wall column (beam) facing: wall and column decorative surface layer, if it is composed of two or more materials, color matching is performed For puzzle projects, manual work is multiplied by a factor of 1.30, and materials are multiplied by a factor of 1.10. ⑤ The steel skeleton of dry-hanging stone for columns, beams and sporadic projects shall be carried out according to the steel skeleton project of dry-hanging stone for walls, and shall be manually multiplied by a coefficient of 1.1.