(b) construction works for 4砼12345 (m2) of pre-concrete steel; (m3) of pre-construction steel; (t) of pre-filled steel; (t) of pre-filled iron; (m3) of pre-filled concrete; (m3) of condensed concrete plate (m3) of pre-forming concrete; (m3) of pre-assembly concrete plate; (m3) of pre-assembled concrete plate; (m3) of hollow (m3) of pre-composed concrete; (m3) of pre-composed concrete; and (m3) of other pre-assembly reinforced concrete (m3) of pre-concrete steel (t) of pre-encreted steel; (t) of pre-laying steel (t) of pre-filled steel; (m3) of over-costed steel; (m3) of over-walled construction
(b) physical training in the preparation of the list of basic, upscaling works: independent foundation, time for the preparation of the list of upscaling works, time for hands-on training: practical training purposes: practical training purposes: mastering the basis of independence, rules for calculating the volume of upscaling work, mastering the basis of independence, rules for calculating the volume of work of the upscaling work, skill in preparing the list of the independent base, upscaling work, skill in preparing the list of the independent base and upscaling work. Description: individually completed statement: individually completed priced construction works project code project name characteristics of the project unit of measurement construction volume calculation rules project element 010401001 belt basis 1. Concrete intensity level 2. Concrete and material requirements 3. No deduction for the size of 1. Concrete production, transport, irrigation, vibration, maintenance of 2
3. The construction priced basis for the construction works and the base extension of the priced boundary of the pillar or wall is the boundary of the construction works, which are now on the basis of the construction volume list of the concrete basic works and the construction volume calculation rules, as set out in the table. Based on the following, above are columns or walls. An extended base for the expansion of the independent base of steel bars under the basic bars of steel bars under the basic walls of steel bars under the basic bars of steel bars under the basic pillars of steel bars under the basic pillars of steel bars under the basic pillars of steel bars under the basic pillars of steel bars under the basic pillars of steel bars under the basic pillars of steel bars under the basic pillars of steel bars under the basic pillars of steel bars under the basic pillars of steel bars under the basic pillars of steel bars under the basic pillars of steel bars under the basic pillars of steel bars, under which the base of priced construction works on the top of the roof is described as a long strip, in which the shape of a break is generally a stripe, a stripe and a stripe base, and the shape of a strip is long striped, and the shape of a break is generally a ladder, steps and rectangular form, and is often used in the upper part of the house
4. Large loads and low ground-based carrying ladders and rectangles are often used for the base under the walls of mixed-structured houses with large top-loads and low ground-based carrying capacity. Underwall of mixed structures. The price-based construction works for the base-banded basic construction work are based on the base of the ribs (beams) and the non-beams (beams). It is judged to be a band-based base with a twilight base (beam) and a no-brain base. It is judged by the geometry of beams on the basis of the bands and the steel bars on the base, whether in the form of bands, which are the geometry of beams and beams on the basis of the bands, whether in the form of bands. The concrete base of steel bars. H1 bh2bh1 bbh2 h3 beryllium-free (boarded) belt base with beam (ribed) belt base (h34b) priced building works for base band-based basic construction project v
(b) the inner wall is calculated on the basis of the net size of the inner wall in the l-l, the length of the inner wall, the size of the net long wall, the scale of which should be tiered; construction works are priced as a separate basis under the concrete pillar where the steel is now being poured. Its construction features
6. Plumbs and foundations are used as a separate basis under the reinforced concrete pillar. The construction was characterized by the integration of pillars with the foundations. The basis for independence is the main form of the pillar base, which can be divided into forms, steps and prisms. The basis of independence is the main form of the pillar base, which can be divided into forms, steps and cones. Cricket. (aa) (ab6habhv111) the foundations built from the pillars of the slabs are described as the foundation of the house. In general, there are three forms of floor-filled (also called beam-free) basics, beam-laying (also known as beam-free) basics, beam-laying (also known as rafts) basics and box-shaped basics. Call it a raft full
There are three forms of foundation and boxing. A full-valuable base of construction works for a full-time base can be found on a full-time basis on the list. It can be coded on the basis of a full-time base, pillars, beams, walls, floors, columns, beams, walls and panels; it can be coded separately on the board; it can also be used for a full-time level 5 code. Separate items. The construction works price-denominated pillar is based on a deep foundation consisting of pillars and pillars connected to the top (abbreviated) and a deep foundation consisting of pillars and pillars connected to the top (abbreviated). Abbreviations: the base for the pillar is calculated in volume by design scale. Is not calculated in volume by design size. Without deductions for the size of the pillars on which the steel bars in the building, pre-filled pieces of iron and thrusts into the steel bars in the building, pre-filled pieces of iron and pillars that stretch to the base of the bearing pad
The following is a list of brick-based engineering works performed in the classroom: a list of the following brick-based engineering works (this is a skills test and is requested to be written to a specific manual for skills examination) (this is a skills test) v=2*0. 35+1. 2*0. 35*0. 90m3 : the following are the following:
9 quantification unit of measure 010401002001, independent base 11, concrete strength, etc. Concrete strength level: c30: c30m31. 90 price base of construction project priced base the cross-section size (bh) of the base beam cross-section size and band v = (3*0. 35+ (0. 4+0. 7)* 2*0. 35+0. 7* 5. 2 = 12. 01m3 priced construction works: the following format: title: title: basic engineering skills (list counting) basic engineering skills (list counting) test qualifications 4-12: answer as follows: project encoding project name
*0. 35 + 0. 7 *0 *0. 35 * 5. 2 = 12. 01 m3 construction works priced for concrete base beams the construction works priced for concrete base beams the construction volume list project set-up and construction volume calculation rules of engineering volume project code set-up and construction volume calculation rules project code item name number of project characterization = c30: c30m312. 001 = (3*0. 35+ (0. 4+0. 7)* 2*0. 35 + 0. 7*0*0. 35 *5. 2 = 12. 01 m3
11, cross-section 3. 3. Concrete concrete strength level 4. 4. Concrete concrete and material blending and material requiring m3 m3 in size by size by size. No deductions for steel bars in components, budget. No deduction for the volume of steel bars, pre-filled pieces of iron, the volume of iron placed in the walls, the amount of beams reached into the walls, beam mats incorporated into the beams, beam mats integrated into the beams, concrete and concrete concrete made within the beams, production, making, transportation, transportation, irrigation, construction, boosting, boosting and maintenance of construction works
12. Rules for calculating the volume of work on the base and cushions allow for the preparation of the independent base, the base and the cushions, and for the preparation of the inventory of the independent base, the base and the cushions. List of layers of work. Description: individually completed construction price-calculated project code for construction works individually: project description project description unit for construction volume 010401002001
