Explanation of Inner Mongolia Autonomous Region's 2009 Garden Project Budget Rating

Garden Project

1. "Inner Mongolia Autonomous Region Landscaping Project Budget Rating" (hereinafter referred to as this quota) It is compiled based on the national and autonomous region standards, specifications and relevant regulations on professional landscaping projects, combined with the actual situation of the autonomous region's landscaping projects, and in accordance with normal and reasonable construction organization design, construction conditions, construction procedures and safe operating procedures.

1. This quota is applicable to the pricing of landscaping and garden construction projects such as new construction, expansion and reconstruction within the administrative area of ??Inner Mongolia Autonomous Region. Landscaping includes public green spaces (parks, street green spaces, street trees, woodlands, etc.), urban green spaces (for public tours, viewing and resting, outdoor science popularization, cultural, sports and fitness activities, etc.) and with relatively complete facilities and a good ecological environment. Residential areas, parks, squares, amusement parks, scenic spots, etc.), road greenbelts (vehicle green belts, street tree greenbelts, roadside greenbelts), traffic island greenbelts (central island greenbelts, guide island greenbelts, three-dimensional intersection greenbelts) , traffic square green space and parking lot green space, etc.

3. The planting soil in this quota shall be based on the original soil backfill. If the planting soil needs to be screened, it shall be calculated according to the corresponding sub-heading. If it is necessary to replace the planting soil, the base price will be calculated separately according to the "Increase and Decrease Table for Artificial Planting Soil Replacement" in Appendix 3. The replacement of planting soil has deducted the amount of soil replacement for seedlings with a ball diameter exceeding 40am (excluding 40cm).

4. The unit price of planting soil in the quota takes into account the soil transportation distance within 5km. If the transportation distance exceeds 5km, the corresponding sub-item of the "Inner Mongolia Autonomous Region Municipal Engineering Budget Quota" will be applied based on the actual mileage.

5. The fertilizer used for seedling planting is considered as organic fertilizer (fermented sheep manure). If other fertilizers are used, conversion is allowed.

6. Seedling soil planting and later maintenance and management are based on tap water and artificial hose watering, and four times of water penetration shall prevail.

7. If car watering is used for seedling planting and maintenance management, the base price of "car watering and artificial hose watering" in Appendix 4 can be adjusted, and the cost of artificial hoses will be deducted.

Chapter 1 New Planting Project

Chapter 1 New Planting Project

Explanation

1. Green space arrangement in this chapter refers to If the ground height difference is within ±30cm, on-site excavation, filling, leveling, clearing debris, and piling them up in one place. For any earthwork that exceeds, other relevant quotas will be implemented.

1. If the greening land needs to be replaced with soil, the subheading of greening land shall not be used.

3. Planting in this chapter refers to planting in general soil. If it is planting in gravel soil or frozen soil, on the basis of applying general soil planting, manual digging of gravel soil, solid soil, and frozen soil will be added. cost. The calculation method is the excavation volume (calculated according to the earthwork volume comparison table in Appendix 1) multiplied by the price difference (based on the prices of manual digging of general soil, gravel, solid soil and frozen soil in Appendix 2). Soil classification and identification methods are implemented in accordance with the "Soil and Rock Classification Table" of the "Inner Mongolia Autonomous Region Construction Project Budget Quota".

4. Calculation specifications listed in the items in this chapter: Diameter at breast height refers to the diameter of the trunk at a height of 1.2m from the ground. Seedling height refers to the height from the ground surface to the top of the shoot. Crown diameter refers to the horizontal diameter of branch spread. Annual growth refers to the time from propagation to seedling plowing. The ground diameter refers to the diameter from the ground to the height of 1Om on the trunk.

5. The flowering shrubs in the quota are distinguished by their crown diameter. Single or multiple plants are planted in a hole to form a cluster. The plant is the unit that makes up the cluster. If a flowering shrub fails to meet the crown diameter of the design requirements, When planting with multiple plants, the seedlings are calculated based on the actual number of plants planted, and the labor days are multiplied by a 1.2 coefficient, and other adjustments are not made.

6. The loss rate of various plants during transportation and planting is as follows: 1.5% for deciduous trees, evergreen trees, and shrubs, 2% for hedges and ribbon climbing plants, and 2% for open-field flowers and turf. 4%, 4% for full turf, 10% for open field herbs and flowers.

Construction quantity calculation rules

1. Green space preparation

1. This quota does not include excavation and transportation (the transportation distance exceeds 50m), borrowed soil and backfilling, When the excavation and filling of the green space exceeds 30cm in thickness, it should be calculated separately.

2. Flat greening land shall be calculated by area according to the design size.

3. Roof garden base treatment does not include horizontal and vertical transportation costs.

4. There are various methods for roof garden base treatment projects. If the design method is different from this quota, corresponding adjustments can be made. The process should include closed water test, installation of permeable pipes, drainage outlets, etc.

2. Planting Project

1. Cutting down trees and digging out tree roots shall be calculated based on the number of trees cut down and dug out.

2. Cut and dig bushes. The number of cuts and digs is calculated by bush.

3. Turf removal is calculated based on the cleared area in square meters.

4. The planting and maintenance of deciduous trees, evergreen trees, shrubs, single spherical plants, climbing plants, and new work shall be calculated in units of plants according to the quantity shown in the design diagram.

5. Single-row and double-row hedge planting and new maintenance are calculated in meters according to the length shown in the diagram.

6. Planting hedges, ribbons, open-field flowers, flower beds, plant shapes, sod planting and new construction maintenance are all calculated in square meters according to the area shown in the design diagram

7. Tree supports are calculated on a per tree basis.

8. This quota does not include the price of seedlings and flowers, which shall be calculated separately according to the designed varieties and specifications.

9. This quota greening project includes the cleaning work within 2m around the green area after construction. It does not include the cleaning of garbage and other obstacles before planting, and the transportation of obstacles and garbage outside the site after planting.

Chapter 2 Big Tree Transplantation Project

Instructions

1. All construction procedures for big tree transplantation must be carried out in strict accordance with the operating procedures.

2. This chapter includes transplantation of deciduous trees and evergreen trees. Deciduous trees are divided into two types: bare root and soil ball transplantation. Evergreen trees can only be transplanted with soil ball.

3. Specifications for large tree transplantation: Deciduous trees are divided into five subcategories, starting from a diameter at breast height of 15cm or above, 20cm, 25cm, 30cm, 35cm and 40cm or less. Evergreen trees are divided into three sub-headings: 400cm, 600cm, and within 800cm, starting from a seedling height of 350cm or above. When the seedling height is 800cm, the base price of the subheading within 800cm is multiplied by a coefficient of 1-15. Trees smaller than the starting point will be planted as new work.

4. The machinery listed in the large tree transplantation project is comprehensively considered according to different specifications of trees and different transplantation methods. If it is different from the actual situation, it shall not be adjusted. In case of transplanting large trees whose diameter at breast height or seedling height exceeds the quota, the construction unit shall prepare a supplementary quota and implement it after approval.

5. This quota does not include the excavation and planting of extra-large, valuable and ancient trees.

Engineering Quantity Calculation Rules

Transplanted trees shall be calculated in units of trees according to the quantity shown in the design diagram, and loss shall not be calculated.

Chapter 3 New Construction Greening Maintenance Management

Explanation

1. The quota of new construction maintenance projects in this chapter covers one year, that is, a total of twelve consecutive years Months make a year.

2. Maintenance and management period: One year from the date of completion of new planting is a maintenance period.

3. All maintenance and management procedures must be carried out in strict accordance with the technical specifications for greening management and maintenance.

4. Maintenance management beyond the maintenance and management period should comply with the "Inner Mongolia Autonomous Region Landscaping Maintenance Project Budget Quota".

Engineering quantity calculation rules

1. Deciduous trees, evergreen trees, and flowering shrubs are calculated on a per plant basis.

2. Hedges: Single rows and double rows are calculated in linear meters, and patch planting and ribbons are calculated in square meters.

3. Turf, open-field flowers and flower beds are calculated in square meters.

Chapter 4 Cold Protection Projects and Wind Barriers

Instructions

1. To protect deciduous trees from the cold, use straw ropes wrapped around the trunks.

2. Evergreen, flowering and shrub cold (wind) barriers are divided into two types: wooden structure and steel structure, and are divided into subheadings according to different heights.

Construction quantity calculation rules

1. The tree cold (wind) barrier project is calculated based on the area according to the height of the tree.

2. The cold (wind) barrier items of hedges and ribbons are calculated based on the actual cold protection length in meters.

Chapter 5 Garden Road, Garden Bridge, and Rockery Project

Instructions

1. The contents of this chapter include: Garden Road, Garden Bridge, Revetment, and Plastic Rockery etc. content.

2. The excavation, stone excavation, backfill earthwork, etc. for projects such as garden roads, garden bridges, revetments, and rockeries should be calculated according to the relevant items of the "Inner Mongolia Autonomous Region Municipal Engineering Budget Quota".

3. When the specification and design of the surface layer of the fixed block material are different, conversion can be made.

4. When paving the block surface layer, if the same material as the block surface layer is used to make the curb, the engineering quantity of the curb will be incorporated into the calculation of the block surface layer engineering quantity, and will not be calculated separately. Apply the road tooth subheading.

5. Brick floors, pebble floors and ceramic tile floors include cutting bricks, screening, cleaning stones, ceramic tiles and other materials, and are not calculated separately.

6. The ground is paved with pebbles and mosaics, which refers to the mosaics of pebbles. If bricks and tiles are used to mosaic the cobblestone floor, the mosaic part will be calculated based on the corresponding ground items, and the labor quota will be multiplied by a coefficient of 1.5.

7. When the ground is covered with pebbles and mosaics, if color separation is required, the quota must be multiplied manually by a coefficient of 1.2.

8. The cost of simple scaffolding is included in other material costs for manually driving log piles on revetments and garden bridges.

9. Rockery project:

Brick skeleton plastic rockery. If the design requires a partial reinforced concrete skeleton, additional calculations should be made. The steel frame plastic rockery does not include the labor and material consumption of the foundation and main frame. When it occurs, it will be implemented according to the relevant sub-items of the "Inner Mongolia Autonomous Region Construction Project Budget Quota".

10. Garden sketches refer to artistic craft embellishments in garden construction. Small garden furnishings refer to various imitation plaques, vases, flower pots, stone drums, benches, small pools, flower beds, etc.

Engineering quantity calculation rules

1. Garden road and garden bridge projects

1. The garden road bed preparation and original soil compaction are all according to the design size. Widen each side by 1Ocm, calculated based on area.

2. Manually excavate the earthwork for the garden road. According to the dimensions shown in the design diagram, add 1Ocm to both sides multiplied by the depth of the excavation, and calculate by volume.

3. The overall surface layer and block surface layer are calculated in square meters according to the dimensions shown in the design diagram, excluding curbs.

4. Tingbu paving is calculated by volume according to the dimensions shown in the design diagram.

5. The tree pond cover shall be calculated based on the area according to the dimensions shown in the design diagram.

6. The stone foundation, stone abutment, stone piers and stone revetments of the garden bridge shall be calculated according to the size shown in the design diagram and based on the volume.

7. The sand and pebble revetment shall be calculated in cubic meters according to the size shown in the design diagram. The pebble revetment is calculated by weight according to the design diagram.

8. Wooden beams and wooden keels are calculated by volume according to the dimensions shown in the design diagram.

1. Rockery stacking and plastic rockery projects

1. Stalagmite installation shall be based on the quantity shown in the design diagram and calculated by weight.

2. The engineering quantity of the plastic rockery is calculated in square meters based on the peripheral surface area.

3. The plastic decoration is calculated in square meters based on the expanded area, including plastic pine roots and plastic pine bark columns. Calculated in extended meters.

4. Prefabricated or cast-in-place colorful railings and flying chairs for small facilities are calculated in extended meters according to the dimensions shown in the figure, and the plastic wood grain boards are calculated in area.

5. The decorative surface layer of the sketch is calculated according to the size of the design diagram.

Chapter 6 Woodworking Engineering

Instructions

1. The wood in the project is prepared based on the moisture content under natural drying conditions. When artificial drying is required, Fees will be calculated separately.

2. Unless otherwise noted, the materials used in the project in this chapter are based on the finished wood. That is, the quota includes 3mm and 5mm of planing loss on the planed side and 0.05 per cubic meter of log volume. The planing loss of m3 is included.

3. The wood material for the circular cross-section components in the woodworking projects in this chapter is considered to be fir logs (round wood with the same diameter from head to tail).

4. The bucket arch specifications are based on Wuqi (bucket surface × bucket bottom × bucket height is 20mm × 140mm × 140mm net material), and the planing loss of 5mm is included in the quota. For example, if you are doing the Four Sixth Form (the bucket surface × the bottom of the bucket × the height of the bucket is 17mm × 110m × 11Omm clear material), the square material multiplication factor is 0.65, and the artificial multiplication factor is 0.80. If you are doing the double Four Sixth Form, the square material multiplication factor is 2.3, and the manual multiplication factor is 0.80. The multiplication factor is 1.44,

5. The production of wind boards and fascia boards does not include carvings.

6. If the design of the railings in this chapter is different, the materials will be adjusted according to the actual conditions, and the labor and machinery will remain unchanged.

7. Wooden bricks, antiseptic oil, smelly oil and water, etc. not listed in the quota sub-items have been considered in other material fees.

Engineering quantity calculation rules

1. For the production and installation of various types of doors and windows (ancient wooden doors and windows), the area around the door and window frames shall be calculated according to the design diagram.

2. For ancient wooden door and window sash, the area of ??the periphery of the door and window sash is calculated according to the design diagram.

3. The sills and frames of ancient wooden doors and windows are calculated by volume according to the dimensions shown in the design diagram.

4. Roof truss: Production and installation are based on the designed cross-section and the volume of the finished wood is calculated. Timbers, wind braces, etc. attached to the roof trusses should be included in the calculation of the completed timber engineering quantities of the roof trusses. If the eaves, supports, etc. connected to the round log roof trusses are square timbers, the square timbers should be converted into round logs by multiplying by a coefficient of 1.70 and incorporated into the finished roof trusses for calculation.

5. Wooden columns, wooden beams, beams, stringers, rafters, capital bases, corners, and wooden corrugations are all calculated by volume according to the dimensions shown in the design diagram.

6. Dougong is calculated by quantity.

7. Boweng boards and fascia boards are calculated by area according to the dimensions shown in the design diagram.

8. The door headboard and rest board shall be calculated by area according to the dimensions shown in the design diagram.

9. Ancient wooden railings are calculated by area according to the dimensions shown in the design diagram.

10. Bogu racks, hanging racks, and corner flowers are calculated in length according to the dimensions shown in the design diagram.

11. The wooden bench surface is calculated by area according to the dimensions shown in the design diagram.

12. All railings and handrails are calculated based on the length of the centerline of the handrail (including the length of the elbow) according to the dimensions shown in the design diagram. The stair railing handrail is calculated by multiplying the centerline length of the handrail (including the elbow length) by a factor of 1.15.

Chapter 7 Stone Works

Explanation

1. This chapter includes the processing and installation of stone materials and stone parts, processing of stone columns, beams and column bases, and stone railings Processing and installation of boards and pillars, stone relief, stone engraving, etc.

2. The materials for making stone components in this chapter are based on granite stone. If other stones are used, the amount of material remains unchanged.

3. The number of stone processing man-days in the base price of this chapter is the cumulative quantity, roughening includes clearing wasteland, and chop ax includes clearing wasteland and roughening.

4. Stone processing projects are considered to be plain. If the design requires decorative lines, the calculation will be based on the corresponding project, but artistic carvings are not included.

5. The glossy surface noted in the project refers to the light-visible parts, and the remaining non-light-visible parts are considered as external glossy surfaces.

6. The processing levels of stone parts are classified into first-level, second-level, third-level, and first-level external smooth surfaces. The standards for smooth surfaces at each level are: straight, square yin and yang angles, 1cm thick, 1OOcm for acceptance. The long hardwood ruler is pressed against the processed surface, and is divided into four smooth levels according to the following standards:

1. First-level smooth surface, with a gap not exceeding 0.05cm

2. Second-level smooth surface Surface, the gap does not exceed 0.1cm

3. Grade 3 glossy surface, the gap does not exceed 0.3cm

4. Grade external glossy surface, the gap does not exceed 0.5cm

< p>7. The slope of arc-shaped (arch-shaped) stone bridges is considered to be 1:0.3. The mechanical shift required for installing each stone bridge is less than 0.5 shifts, and is calculated as 0.5 shifts.

8. The sand cushion for floor stone installation is included in the project.

9. Stone relief, stone engraving

Relief: It is a sculpture that carves convex and concave images on a flat surface. It is an art between round sculpture and painting. manifestation.

Stone reliefs should be classified as follows:

Relief types Processing content

Yin line engraving

First, polish and smooth the surface of the stone. Then engrave. Yang engraving refers to a raised shape, which is a three-dimensional line that displays strokes on a flat object. Intaglio is a three-dimensional line that displays strokes under a flat object. It is a concave shape (with a depth of 2-3mm) and outlines objects, animals, plants, or landscapes.

Flat relief

First, the surface of the stone is flattened, and then the hall is chiselled (the chisel depth is within 60mm) to protrude the pattern to be carved. The convex plane of the figure should be "flat and light", and the hall should be "nailed with fine linen".

Bass relief

First, the initial shape of the stone is chiseled out, the hall is chiseled out (the chisel depth is within 60-200mm), the figure to be carved is protruded, and then the carved figure is processed to make it surface There are ups and downs, and there is a sense of three-dimensionality. The graphic surface should reach the level of "chopping an ax twice", and the hall should reach the level of "nailing fine linen".

High relief

First, chisel out the initial shape of the stone, then chisel off the excess part of the figure to be carved (the chisel depth is beyond 200mm), protrude the figure to be carved, and then carve the figure in detail. This gives it a strong three-dimensional effect (sometimes there is a gap between individual parts of the high relief and the hall). The graphic surface reaches "four times of chopping axe", and the hall reaches "nailing fine linen" or "flat light".

Engineering quantity calculation rules

1. Step stones and stone bridge decks are divided into different thicknesses and calculated based on the horizontal projected area.

2. Platform stones and floor stones are calculated based on the actual paving area.

3. Caltrop stone, calculated by volume according to the size shown in the design diagram.

4. Stone pillars, stone beams (fang) and stone benches are calculated by volume according to the dimensions shown in the design diagram.

5. Stone pillar bases are divided into different specifications and calculated by quantity.

6. Stone railings and stone pillars are calculated by volume according to the design size, without deducting the volume of hollows, voids, and concave shapes.

7. Baogu stones are divided into different heights and are calculated by quantity.

8. The stone relief is calculated based on the size of the design diagram and the area of ??the rectangle surrounding the carved part.

9. Stone engraved characters are calculated in units of pieces according to the number of design illustrations.

Chapter 8 Other Projects

Explanation

1. This chapter applies to the production and installation of animal cages, flower cellar metal structures and railings in garden construction ; Cast-in-place reinforced concrete pools, retaining walls, flower ponds, and flower bed wall projects are suitable for the above work content within the garden construction site (square).

2. The main consideration in the production of metal components is welding, and comprehensive consideration has been given to the use of bolted connections in local areas.

3. The steel materials in metal structure projects are comprehensively selected based on the specifications and models of commonly used materials for their respective components, and generally no adjustments are made. If the design uses special types of steel, it can be converted.

4. When brushing metal oil, consider applying anti-rust paint once and blending paint twice. If the design is different, adjustments should be made to increase or decrease. Painting includes high-altitude operations and scaffolding with a height within 3.6m. Scaffolding exceeding 3.6m will be counted separately.

5. The steel structure shall be considered based on on-site production. If it is made by a processing factory, additional transportation and miscellaneous charges may be charged according to relevant regulations.

Engineering quantity calculation rules

1. The engineering quantity for the production and installation of metal components shall be calculated according to the specifications required by the design. The geometric dimensions of the steel material are calculated in terms of t according to the main material geometric dimensions required by the design, without deducting the weight of holes, cut limbs, and cut edges. The polygon is calculated based on the circumscribed rectangle.

2. The production and installation of mesh, painting and installation of flower cellar glass shall be calculated based on the design size.

3. For cast-in-place concrete pools, fountain pools, retaining walls, flower ponds, and flower bed walls, the engineering quantities are calculated in m3 according to the dimensions shown in the design diagram.

4. The railings are calculated based on the designed peripheral area in shovels.

■ Inner Mongolia rate description

Rates

Construction projects

Enterprise management fees: Class I projects = 0.1111, Class II projects =0.0953, Category 3 projects = 0.0796, Category 4 projects = 0.0638, Profit = 0.07

Fees: Project quota measurement fee = 0.0015 Pension and unemployment insurance premium = 0.0283 Medical insurance premium = 0.0067 Housing provident fund = 0.0089 Accidental injury insurance = 0.0026, taxes: urban area = 0.0341, county and town = 0.0335, outside cities and towns = 0.0322

Installation project

Enterprise management fee: first-class project = 0.37, second-class project = 0.37 Category project = 0.3173, Category III project = 0.2651, fees and taxes are the same as those for construction projects

Profit = 0.2331

Kiln masonry project

Enterprise Management fees: Class I projects = 0.4981, Class II projects = 0.3556, profit = 0.35, fees and taxes are the same as those for construction projects

Municipal road projects

Enterprise management fees: 1 Category 2 projects = 0.0914, Category 2 projects = 0.0778, Enterprise management fees for Category 3 projects = 0.0634, Profit = 0.07, fees and taxes are the same as those for construction projects

Municipal water supply and drainage gas heating pipeline

Enterprise management fees: Category I projects = 0.3176, Category II projects = 0.2669, Category III projects = 0.2156, profit = 0.2331, fees and taxes are the same as those for construction projects

Municipal bridge and culvert projects

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Enterprise management fees: Category I projects = 0.0958, Category II projects = 0.0814, Category III projects = 0.0667, profit = 0.07, fees and taxes are the same as those for construction projects

Earthwork projects< /p>

Enterprise management fee = 0.0634, profit = 0.07, fees and taxes are the same as those for construction projects

Garden construction project

Enterprise management fee = 0.0642, profit = 0.07, the fees and taxes are the same as those for construction projects

Landscaping projects

Business management fee = 0.2527, profit = 0.2331, the fees and taxes are the same as those for construction projects

Decoration project

Enterprise management fee = 0.261, profit = 0.2331, fees and taxes are the same as those for construction projects