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Who can provide me with the information on the quota of garden projects in Inner Mongolia in 2009?
Interpretation of the Budget Quota of Landscape Engineering in Inner Mongolia Autonomous Region in 2009

garden engineering

A, the Inner Mongolia Autonomous Region Landscaping Project Budget Quota (hereinafter referred to as the quota) is based on the standards, norms and relevant provisions of the state and the autonomous region related to landscaping professional projects, combined with the actual situation of the landscaping project in the autonomous region, in accordance with the normal and reasonable construction organization design, construction conditions, construction procedures and safety operation procedures.

First, this quota is applicable to the valuation of landscaping and landscape engineering within the administrative area of Inner Mongolia Autonomous Region. Landscaping includes public green spaces (parks, street green spaces, street trees, woodlands, etc.). ), urban green space (residential quarters, parks, squares, gardens, scenic spots, etc. With perfect facilities and a good ecological environment for public sightseeing, sightseeing and rest), as well as traffic island.

Three, planting soil in this quota shall be subject to the original soil backfill, planting soil screening, calculated according to the corresponding subtitle. If it is necessary to replace the planting soil, the base price shall be calculated separately according to Schedule 3 "Table of Increase and Decrease of Artificial Replacement of Planting Soil". For planting soil, when the diameter of seedlings with soil balls exceeds 40 μm (excluding 40cm), the amount of soil replacement has been deducted.

Fourth, the unit price of planting soil in the quota should comprehensively consider the earth-moving distance within 5km, and the corresponding subtitle of the Inner Mongolia Autonomous Region Municipal Engineering Budget Quota should be applied according to the actual mileage if the distance exceeds 5km.

Five, the fertilizer used for seedling planting is considered as organic fertilizer (sheep manure fermentation), and conversion is allowed if other fertilizers are used.

Six, seedling soil planting and later maintenance management is given priority to with tap water and artificial hose watering, subject to four times of water seepage.

Seven, seedling planting and maintenance management, such as the use of car watering, can be adjusted according to Schedule 4 "car watering and artificial hose watering" base price, while deducting the cost of artificial hose.

Chapter I New Worker Planting Project

Chapter I New Worker Planting Project

make it clear

A, this chapter refers to the green land consolidation ground elevation difference within 30cm in situ digging, leveling, cleaning up debris and yard, where beyond the scope of earthwork, the implementation of other related quota.

First, if you need to change soil for green space, you don't have to sort out the subtitle of green space.

Three, planting in this chapter refers to the general soil planting, if it is sand and frozen soil planting, on the basis of applying the general soil planting, increase the cost of artificial digging sand, hard soil and frozen soil. The calculation method is the amount of excavation (calculated according to the attached table 1 earthwork comparison table) multiplied by the price difference (according to the artificial excavation price of general soil, crushed stone and frozen soil in attached table 2). Classification and identification methods of soil shall be carried out according to Budget Quota for Construction Projects in Inner Mongolia Autonomous Region and Geotechnical Classification Table.

4. Calculation specifications listed in this chapter: DBH refers to the trunk diameter at the height of 1.2m from the ground. Seedling height refers to the height from the ground to the top of branches. Crown diameter refers to the horizontal diameter of branch spread. Year refers to the time from breeding to seedling planing. Ground diameter refers to the diameter from the ground to the height of trunk 1Om.

5. In the quota, flowers and shrubs are distinguished by crown width. Plant one or more plants in a hole to form a cluster, and each plant is a unit of the cluster. If one flowering shrub can't meet the design requirements, when more than one flowering shrub is planted, the number of seedlings shall be calculated, and the man-days shall be multiplied by the coefficient 1.2, and the others shall not be adjusted.

6. In the process of transportation and planting, the loss rate of various plants is as follows: deciduous trees, evergreen trees and shrubs 1.5%, hedges and ribbon climbers 2%, open flowers and turf 4%, covered with turf 4%, open herbaceous flowers 10%.

Engineering quantity calculation rules

First, the green space layout

1, this quota does not include excavation and transportation (the transportation distance is more than 50m), soil backfilling, and excavation and filling with a thickness of more than 30cm in the green space shall be calculated separately.

2, flat green land according to the design size in terms of area.

3. The basement treatment of the roof garden does not include horizontal and vertical transportation costs.

There are many ways to deal with the basement of roof garden. If the design method is different from this specification, it can be adjusted accordingly. The process should include closed water test, buried permeable pipe, drainage, etc.

Second, the planting project

1, cut down trees and dig roots, according to the number of cuts.

2, cut, dig bushes, according to the number of cut, a clump of digging.

3, remove the turf according to the removal area in square meters.

4. The planting of deciduous trees, evergreen trees, shrubs, solitary bulbs and climbing plants and the maintenance of new operations shall be calculated according to the number shown in the design diagram.

5, single row, double row hedge planting and new maintenance according to the graphic length in meters.

6. Planting hedges, ribbons, open flowers, flower beds, plant modeling, planting turf and new works maintenance are all calculated in square meters according to the design graphic area.

7, tree support are calculated according to the plant.

8, this quota does not include the price of seedlings and flowers, should be calculated separately according to the design varieties and specifications.

9. This quota greening project has included the cleaning work within 2m around the green space after construction, excluding the cleaning of garbage and other obstacles before planting and the off-site transportation of obstacles and garbage after planting.

Chapter II Tree Transplantation Project

make it clear

A, the construction process of tree transplantation, must be carried out in strict accordance with the operating procedures.

Secondly, this chapter includes the transplantation of deciduous trees and evergreen trees. In deciduous trees, there are bare roots and soil balls, while in evergreen trees, only soil balls are transplanted.

3. Specification for transplanting big trees: Deciduous trees are divided into five suborders: 20cm, 25cm, 30cm, 35cm and 40cm from DBH above 15cm. Evergreen trees are divided into three suborders: seedling height above 350 cm, 400 cm, 600 cm and 800 cm. When the seedling height is 800cm, the base price of the sub-order within 800cm is multiplied by the coefficient 1- 15. Trees smaller than the starting point are planted according to new works.

Four, machinery listed in the tree transplant project is based on different specifications of trees, different transplant methods, such as different from the actual situation shall not be adjusted. When the transplanted trees exceed the DBH or seedling height specifications listed in the quota, the construction unit shall prepare a supplementary quota and implement it after approval.

Five, this quota does not include the excavation and planting of extra large, rare, ancient and famous trees.

Engineering quantity calculation rules

Transplanted trees are calculated according to the number of trees shown in the design, and losses are not calculated.

Chapter III Greening, Maintenance and Management of New Workers

make it clear

1, the new work maintenance project in this chapter includes one year, that is, a total of 12 months.

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

3, the various processes of maintenance management, must be carried out in strict accordance with the technical specifications for greening management and maintenance.

4. Maintenance management beyond the maintenance management period shall implement the budget quota of landscaping maintenance project in Inner Mongolia Autonomous Region.

Engineering quantity calculation rules

1, deciduous trees, evergreen trees and flowering shrubs are calculated by plant.

2. Hedge: single row and double row are calculated in linear meters, and sheet planting and banding are calculated in square meters.

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

The fourth chapter cold engineering, wind barrier

make it clear

1, deciduous trees are wrapped around the trunk with straw ropes to keep out the cold.

2, evergreen, flowering shrubs cold (wind) barrier is divided into two ways, wood structure and steel structure, according to the different height.

Engineering quantity calculation rules

1. The cold (wind) barrier works of trees are calculated according to the height of trees and the area.

2, hedgerow, ribbon cold (wind) barrier engineering according to the actual cold length in meters.

Chapter V Garden Road, Garden Bridge and Rockery Project

make it clear

1. This chapter includes: garden road, garden bridge, bank protection and plastic rockery.

Two, garden roads, garden bridges, revetment, rockery and other projects such as earthwork excavation, stone excavation, backfill earthwork. It should be calculated according to the relevant items in the budget quota of municipal engineering in Inner Mongolia Autonomous Region.

Thirdly, the specifications and designs of the surface of the fixed block are different and can be converted.

Four, paving the block material surface, such as the use of the same material as the block material surface as kerbs, kerbs should be incorporated into the calculation of quantities of the block material surface, and kerbs should not be used alone.

Five, brick floor, pebble floor, tile floor has included cutting bricks, screening, cleaning stones, tiles and other materials, no longer calculated separately.

6. The mosaic floor covered with pebbles refers to the mosaic floor made of pebbles. If the cobblestone floor is inlaid with tiles, the inlaid part shall be calculated according to the corresponding ground project, and the quota shall be artificially multiplied by the coefficient 1.5.

Seven, cobblestone parquet ground, if you need color separation parquet, quota artificial multiplied by the coefficient 1.2.

Eight, in the revetment, garden bridge, artificial original wooden stakes and other materials costs, has included the cost of simple scaffolding.

Nine, rockery project:

Plastic rockery with brick skeleton, such as the part of reinforced concrete skeleton required by design, should be calculated separately. Plastic rockery with steel skeleton does not include the labor cost and material cost of foundation and main skeleton, and it shall be implemented according to relevant subheads of Budget Quota for Construction Projects in Inner Mongolia Autonomous Region.

Ten, garden sketch refers to the artistic embellishment in garden architecture. Garden decorations refer to all kinds of imitation plaques, vases, flower pots, stone drums, benches, small pools, flower beds and so on.

Engineering quantity calculation rules

I. Garden Road and Garden Bridge Project

1, subgrade layout and original soil compaction of Yuanlu Road are in accordance with the design size, and both sides are widened 1Ocm, calculated by area.

2, artificial dig garden road earthwork, according to the design graphic size, on both sides of the widening 1Ocm multiplied by the digging depth, calculated by volume.

3. The whole surface course and block surface course shall be calculated in square meters according to the dimensions shown in the design, excluding kerbs.

4. The pavilion pavement is calculated by volume according to the design graphic size.

5. The tree pool cover plate is calculated according to the size shown in the design and the area.

6. The stone foundation, stone abutment, stone pier and stone revetment of Garden Bridge are calculated by volume according to the dimensions shown in the design.

7. Sand-paved pebble revetment shall be calculated in cubic meters according to the design graphic size. Pebble revetment is calculated by weight according to the design drawing.

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

First, piling rockery and plastic rockery project

1, stalagmites are installed according to the number shown in the design and calculated by weight.

2. The number of plastic rockeries is calculated according to the peripheral surface area.

3. The laminated plastic decoration is calculated in square meters according to the spreading area, and the plastic loose roots and plastic loose leather columns are calculated in linear meters.

4. Small facilities prefabricated or cast-in-place colored railings and flying chairs are calculated in linear meters according to the size shown in the figure, and plastic wood grain boards are calculated in area.

5. Sketch the decorative surface, and calculate it according to the design area and size as shown.

Chapter VI Woodworking Engineering

make it clear

1. The moisture content of wood in this project is subject to natural drying conditions. If manual drying is needed, the cost will be calculated separately.

2. Unless otherwise specified, the materials used in this chapter will be subject to the finished wood, that is, the planed loss of 3mm and 5mm of the edge and the planed loss of 0.05m3 per cubic meter of logs will be included in the quota.

3. In this chapter, the timber of circular cross-section members in timber-making engineering is based on fir logs (logs with the same head and tail diameters).

4. The specifications of the bucket arch shall be subject to May 7th (bucket surface× bucket bottom× bucket height is 20mm× 140mm× 140mm net material), and the 5mm planing loss has been included in the quota. Four-six type (bucket surface × bucket bottom × bucket height =17mm×10m×11OMM clean material) wood multiplication coefficient is 0.65, and artificial multiplication coefficient is 0.80. If it is double 46 type, it is 0.

5. The production of wind board and cornice board does not include carving.

6. If the railing design in this chapter is different, the materials should be adjusted according to the facts, and the labor and machinery should remain unchanged.

7. Wooden bricks, anticorrosive oil, smelly oil and water not listed in the quota subhead have been considered in the cost of other materials.

Engineering quantity calculation rules

1, all kinds of doors and windows (ancient wooden doors and windows) are manufactured and installed, and the periphery of the door and window frame is calculated according to the design drawing and area.

2, the ancient wooden door sash, according to the design of the door sash periphery to area calculation.

3. The sill and frame of ancient wooden doors and windows are calculated by volume according to the size shown in the design.

4. Roof truss: fabricated and installed according to the designed section, and the finished wood is calculated by volume. Shovel, wind brace, etc. The timber attached to the roof truss should be included in the calculation of the timber quantity completed by the roof truss. If the cantilever timber and support connected with the log roof truss are square timber, the square timber shall be multiplied by the coefficient 1.70, converted into logs, and incorporated into the finished timber of the roof truss for calculation.

5. Wooden columns, beams, beams, trusses, rafters, column bases, corners and wooden beams are calculated by volume according to the dimensions shown in the design.

6. Bucket arch is calculated by quantity.

7, bo wind board, cornice board are calculated according to the size of the graphic design according to the area.

8. The door head plate and the residual plug plate are calculated by area according to the dimensions shown in the design.

9. Ancient wooden railings were calculated by area according to the dimensions shown in the design drawings.

10, antique frames, pendants and corner flowers are calculated according to the size shown in the design and the length.

1 1, the wooden stool surface is calculated according to the size shown in the design and the area.

12. All railings and handrails shall be calculated according to the dimensions shown in the design and the length of the center line of handrails (including the length of elbows). The calculation method of stair handrail is to multiply the length of handrail centerline (including elbow length) by the coefficient 1. 15.

Chapter VII Stone Engineering

make it clear

1. This chapter includes the processing and installation of stone and stone parts, the processing of stone pillars, beams and column seats, and the processing and installation of stone railings, towers, stone reliefs and lithographs.

Secondly, the stone components in this chapter use granite stone. If other stones are used, the amount of materials will remain unchanged.

Three, the base price in this chapter is the cumulative number of stone processing man-days, rough machining includes cutting, chopping axe includes cutting and rough machining.

Four, stone processing project consideration, if the design requirements have decorative lines, according to the corresponding project calculation, but does not include art sculpture.

5. The glossy surface indicated in the project refers to the visible part, and the rest of the invisible part is regarded as the glossy surface outside the class.

6. Stone processing level is divided into primary, secondary, tertiary and tertiary. The standard of glossy surface at all levels: the angle of yin and yang is straight and square, and the machined surface is pressed with a hardwood ruler with a thickness of 1cm and a length of 1OOcm for acceptance. Four smooth surfaces are classified according to the following criteria:

1, first-class smooth surface, the difference is less than 0.05cm.

2, the secondary surface is smooth, the gap is not more than 0.65438±0cm.

3, smooth on three sides, the gap is less than 0.3cm.

4. Smooth surface outside the stage, with a gap of less than 0.5cm.

Seven, the slope of the arch bridge is 1:0.3. Installation of each stone bridge mechanical machine-team consumption is less than 0.5 machine-team, calculated at 0.5 machine-team.

Eight, installed on the ground stone sand cushion has been included in the project.

Nine, stone relief, stone carving

Relief: it is a kind of sculpture that carves ups and downs on the plane, and it is an artistic expression between circular sculpture and painting.

Stone carvings should be classified according to the following table:

Embossed processing content

Yinxian printmaking

First, smooth the surface of the stone, and then carve it. Relief refers to the convex shape, which is a three-dimensional line that displays strokes on a plane object. Inscription is a three-dimensional line that shows strokes under a plane object. It is concave (2-3 mm deep) and outlines objects, animals and plants or landscapes.

flat relief

First, smooth the stone surface, and then chisel out the hall (the depth of the chisel is less than 60mm) to protrude the pattern to be carved. The convex plane of the figure should be "flat" and the hall should be "nailed"

bas-relief

Firstly, the initial shape of the stone is chiseled out, and the hall is chiseled out (the chiseling depth is within 60-200mm), and the figure to be carved is protruded. Then, the carved figure is processed to make its surface have ups and downs and three-dimensional effects. The drawing should be "chopped twice" and the hall should be "nailed finely".

high relief

First, the initial shape of the stone is chiseled out, then the redundant part of the figure to be carved is chiseled out (the chiseled depth is more than 200mm), and the figure to be carved is highlighted, and then the figure is finely carved to make it have a strong three-dimensional sense (sometimes there is a gap between individual parts of the high relief and the hall). The drawing achieves "four times chopping axe", and the hall achieves "nailing fine hemp" or "flat light"

Engineering quantity calculation rules

1, step stones and stone bridge surfaces are calculated according to the horizontal projection areas with different thicknesses.

2, platform stone, floor stone, calculated according to the actual area.

3. Water chestnut is calculated by volume according to the size shown in the design.

4. Stone pillars, (squares) and stone benches are calculated by volume according to the design size.

5. Stone pillars are divided into different specifications in terms of quantity.

6. The stone fence and stone pillars are calculated by volume according to the design size, and the hollowed-out and hollowed-out volumes are not deducted.

7, hold a drum stone, to measure the level.

8. Stone reliefs are calculated according to the design graphic size and inscribed rectangular area.

9. The number of stone carvings is calculated according to the number of design illustrations.

Chapter VIII Other Projects

make it clear

1. This chapter is applicable to the manufacture and installation of animal cages, flower pits, metal structures and railings in garden buildings; Cast-in-place reinforced concrete pool, retaining wall, flower pond and flower bed wall engineering are suitable for the above work within the scope of garden site (square).

Secondly, the production of metal components is mainly welding, and the local bolt connection has been comprehensively considered.

Three, the steel in the metal structure engineering is based on the specifications and models of the commonly used materials of their respective components, and is generally not adjusted. If the design uses a special type of steel, it can be converted.

Four, metal brush oil according to brush antirust paint again, ready mixed paint twice, such as different design at the same time, should be adjusted. Paint includes aerial work and scaffolding with a height less than 3.6m. Scaffolding exceeding 3.6m shall be calculated separately.

Five, steel structure according to the field production considerations. If it is produced by a processing factory, other freight and miscellaneous fees can be calculated according to relevant regulations.

Engineering quantity calculation rules

A, the quantities of fabrication and installation of metal components are calculated according to the steel weight of the specifications required by the design. According to the design requirements, the geometric size of the main material of steel is calculated by t, and the weight of holes, limbs and trimming is not deducted, and the polygon is calculated by the amount of circumscribed rectangles.

Second, the production and installation of flower pit mesh, painting and glass installation are calculated by bang according to the design size.

Three, cast-in-place concrete pool, fountain pool, retaining wall, flower pond, flower bed wall, the quantities are calculated in m3 according to the design graphic size.

Four, railings according to the design of peripheral area to shovel calculation.

■ Inner Mongolia rate description

Expense rate

architectural engineering

Enterprise management fee: Class I project = 0.11,Class II project =0.0953, Class III project =0.0796, Class IV project =0.0638, and profit =0.07.

Cost: project quota determination fee =0.00 15 old-age unemployment insurance premium =0.0283 medical insurance premium =0.0067 housing accumulation fund =0.0089 accidental injury insurance =0.0026, tax: urban area =0.034 1, county town =0.0335, and outside town =0.

assembling work

Enterprise management fee: Class I project =0.37, Class II project =0.3 173, Class III project =0.265 1, and the fees and taxes are the same as those of construction projects.

Profit =0.233 1

Furnace masonry engineering

Enterprise management fee: Class I project =0.498 1, Class II project =0.3556, profit =0.35, and fees and taxes are the same as those of construction projects.

Municipal road engineering

Enterprise management fee: Class I project =0.09 14, Class II project =0.0778, Class III project =0.0634, profit =0.07, and fees and taxes are the same as those of construction projects.

Municipal water supply and drainage gas heating pipeline

Enterprise management fee: Class I project =0.3 176, Class II project =0.2669, Class III project =0.2 156, profit =0.233 1, and fees and taxes are the same as those of construction projects.

Municipal bridge and culvert engineering

Enterprise management fee: Class I project =0.0958, Class II project =0.08 14, Class III project =0.0667, profit =0.07, and fees and taxes are the same as those of construction projects.

earthwork

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

Landscape architecture engineering

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

Landscape greening project

Enterprise management fee =0.2527, profit =0.233 1, and fees and taxes are the same as those of construction projects.

Decoration Engineering

Enterprise management fee =0.26 1, profit =0.233 1, and fees and taxes are the same as those of construction projects.