Summary bill of quantities template with dimensions. Examples of standard documents when preparing estimates
There are "alternative budget documents" order at will. Sample forms of documents are mainly used for internal use in order to view in detail and calculate the costs included in the estimate documentation. They eliminate the need to use a calculator and have any in-depth knowledge of the estimate.
Examples of estimates and calculations for construction, repair and installation:
Examples, samples of documents are presented tentatively, therefore, they are a guideline for understanding the work performed. All requirements for estimate documentation and acts are indicated in the letter and then agreed with us.
Standard forms of documents (sample) for construction:
|
Help on form KS3 |
|
|
|
Defective bill (bill of quantities) |
|
|
|
Consolidated estimate calculation (SSR) |
|
|
|
Object estimate (OS) |
|
|
|
Resource schedule (calculation of material requirements) |
|
|
|
Local estimate calculation (LS) |
|
|
|
Calculation for work in Excel |
And counting volumes
Definition of the nomenclature of works
Accepted structural elements
Part I. Development
2nd floor plan
To determine the scope of construction and installation works, the following building construction and products:
- foundations- prefabricated reinforced concrete slabs and blocks;
- brick walls and partitions:
a) external - 640 mm thick,
b) internal - 380 mm thick,
c) partitions - 120 mm thick;
- window-OK1 - 1500 × 1500 - 10 pcs.,
OK2 - 1200 × 1500 - 1 pc.;
- doors- D1 - 1000 × 2100 - 1 pc.,
D2 - 900 × 2100 - 5 pcs.,
D3 - 1200 × 2100 - 2 pcs.,
D4 - 700 × 2100 - 3 pcs.;
- floor slabs and coatings- prefabricated reinforced concrete hollow;
- jumpers- prefabricated reinforced concrete;
- roof- combined covered with four-layer roofing felt, pitched, rafter, covered with metal tiles;
- floors– ceramic tiles (in bathrooms),
linoleum (in other rooms);
- finishing- wall pasting with both (in residential premises) and ceramic tiles in bathrooms;
Table 1
| No. p / p | Name of construction and installation works performed | Unit rev. | Sketch or counting formula, course project sheet | Qty | Table according to SNiP IV-2-82 | |
| I. Earthworks | ||||||
| Construction site layout | 1000 m2 | 10 m were added to the dimensions of the building on each side (25.5+2×0.64+2×10) × × (13.2+2×0.38+2×10)/1000=(46.28*33, 96)/1000=1.57 | 1,57 | SNiP IV-2-82 app. v. 1 Tab. 1–116 | ||
| Development and movement of soil by bulldozer | 1000 m 3 | The fertile layer is removed by 20 cm 1.57 × 0.2 = 0.306 | 0,314 | Tab. 1–29 p. 1 | ||
| Excavation with an excavator, V 3 | 1000 m 3 | See counting drawing pages 19, 20 | 0,245 | Tab. 1–11 p. 1 | ||
| Soil cleaning manually, V 4 | 100 m 3 | 7% of the excavation volume 0.25 × 0.07 = 0.0175 | 0,175 | Tab. 1–79 p. 1 | ||
| Backfill V 5: | V 5 \u003d V 3 + V 4 -V f.pl \u003d \u003d 263 + 17.5-54.5 \u003d 226 m 3 V f.pl \u003d 18.86 + 35.72 \u003d 4.5 m 3 | Tab. 1–81 Table 1–29 p. 1 | ||||
| a) manually - 20% | 100 m 3 | 226×0.2/100=0.45 | 0,46 | |||
| b) mechanisms - 80% | 1000 m 3 | 226×0.8/1000=0.18 | 0,18 | |||
| II. Foundations | ||||||
| Installation of foundation slabs: FP1 FP2 FP3 | 100 pieces. 100 pieces. 100 pieces. | 0,16 0,04 0,08 | App. v. 2 Tab. 7–1 p. 3 | |||
Continued tab. one
| Installation of foundation blocks: FB1 FB2 FB3 | 100 pieces. 100 pieces. 100 pieces. | According to the drawings of the layout of the foundations page 19 | 0,32 0,08 0,16 | Table 7–1 p. 3 | ||
| III. Brickwork walls | ||||||
| Brickwork outdoor bearing walls 510 mm thick | m 3 | 133,40 | Tab. 8–5 p. 1 | |||
| Brickwork of internal load-bearing walls 380 mm thick | m 3 | The volume of masonry is determined by multiplying the area of the walls (minus the openings along the outer contour of the boxes) by the design wall thickness | 35,55 | Tab. 8–5 p. 4 | ||
| Brickwork of partitions 120 mm thick | 100 m2 | Square brickwork is determined by multiplying the length of the partitions by the height, minus the area of the openings along the outer contour of the boxes | 0,37 | Tab. 8–5 p. 8 | ||
| Installation of jumpers over openings in external and internal walls Oh | 100 pieces. | Specification page 26 | 0,70 | Tab. 7–38 p. 10 | ||
| Installation of window sills | 100 m2 | See calculation page 18 | 0,07 | Tab. 8–18 p. 2 | ||
| IV. Installation of floor slabs and coatings | ||||||
| Mounting plates: PC1 PC2 PC3 PC4 | 100 pieces. | According to layout drawings pages 23, 24 | 0,11 0,05 0,12 0,06 | Tab. 7–39 p. 5, 6 | ||
| V. Filling openings | ||||||
| filling window openings | 100 m2 | The area of window openings is measured by multiplying their width by the height along the outer contour of the boxes. | 0,24 | Tab. 10–13 p. 4 | ||
Continued tab. one
| filling doorways | 100 m2 | The area of doorways is measured by multiplying their width by the height along the outer contour of the boxes. | 0,21 | Tab. 10–20 p. 1 | |
| VI. Roof device | |||||
| Vapor barrier installation | 100 m2 | 10.2 x 8.4 = 85.68 | 0,86 | Tab. 12–9 p. 6 | |
| Insulation device | 1 m 3 | 85.68 x 0.2 = 17.14 | 17,14 | Tab. 12–9 p. 1 | |
| Roof device | 100 m2 | S cr \u003d S mountains × K; K \u003d 1.41 S cr \u003d (8.4 + 2 × 0.31 + 2 × × 0.6) × (10.2 + 2 × 0.51 + + 2 × 0.6) × 1.41 = \u003d 10.22 × 12.42 × 1.41 \u003d \u003d 178.97 | 1,79 | Tab. 12–7 p. 2 | |
| VII. floors | |||||
| Linoleum floors | 100 m2 | 1,36 | Tab. 11–28 | ||
| Floors from ceramic tiles | 100 m2 | F floors are taken from the floor explication | 0,10 | Tab. 11–23 p. 1 | |
| VIII. Interior decoration | |||||
| Plaster walls and partitions | 100 m2 | It is determined by multiplying the perimeter of the room by the height minus openings. | 4,55 | Tab. 15–55 p. 1 | |
| Ceiling plaster | 100 m2 | Area along the inner contour × 2 | 1,46 | Tab. 15–55 p. 2 | |
| Adhesive painting of ceilings | 100 m2 | Area along the inner contour × 2 | 1,46 | Tab. 15–152 p. 1 | |
| Wallpapering walls and partitions | 100 m2 | Everything except the bathroom | 4,02 | Tab. 15–252 p. 1 | |
| Oil painting window fillings | 100 m2 | When determining the scope of work, k \u003d 2.8 S of all windows × 2.8 are used | 0,68 | Tab. 15–158 p. 5 | |
| Oil painting door fillings | 100 m2 | When determining the scope of work, k \u003d 2.4 S of all doors × 2.4 are used | 0,52 | Tab. 15–158 p. 4 |
Graduation tab. one
Calculations to the table. one
1. Complex earthworks.
Cutting the vegetation layer of the soil;
An excavation of a pit or trench will be swept up or loaded into dump trucks;
Transportation of soil by dump truck or bulldozer;
Cleaning the bottom of the pit manually;
The device of a sand cushion under the foundation (if necessary);
Backfilling.
2. Construction of monolithic reinforced concrete foundations.
Unloading and sorting reinforcing mesh and formwork elements;
Pre-assembly of formwork panels;
formwork installation;
The same reinforcing bars, meshes and frames;
Welding works;
Supply of concrete mix;
Laying concrete mix;
Curing;
Formwork dismantling.
3. Construction of precast concrete foundations.
Installation of foundation blocks around the perimeter of the building;
The same wall blocks of the first row, second row, etc.;
The same landings and marches;
The same basement slabs.
4. Installation of the frame of a one-story industrial building.
Unloading and layout of structures;
Installation of columns in the glasses of foundations;
Concreting of the joints of columns in the glasses of foundations;
Enlarged assembly of farms (if necessary);
Installation of crane beams;
Same under roof structures;
The same truss structures;
The same coating slabs;
Electric welding of assembly joints;
Concreting of joints of columns with crane beams, trusses;
Filling of seams of plates of a covering.
5. Installation of a typical floor made of monolithic reinforced concrete.
Unloading and sorting of reinforcing products and formwork panels;
Pre-assembly of formwork panels (if necessary);
Delivery of formwork to the place of installation;
The same reinforcing meshes and frames;
Welding works;
Supply of concrete mix;
Laying concrete mix;
Curing;
Formwork dismantling.
6. Installation of a typical precast concrete floor.
Unloading and other lifting and transport operations;
Installation of exterior wall panels;
The same internal;
The same partitions;
Same flights of stairs and sites;
The same sanitary cabins and ventilation blocks;
The same floor slabs, balcony slabs;
Welding works;
Sealing of seams of external and internal walls;
Filling the seams of floor slabs.
7. Roof device.
Preparation of the base of the roof (cleaning, drying, priming);
Supply of materials to the roof;
Vapor barrier device;
The same heater;
The same screeds;
Sticking of a rolled carpet;
Protective layer device;
The device of junctions.
8. Plastering surfaces.
Surface preparation;
Plastering (troweling) of joints between prefabricated floor panels;
Plastering walls;
Cutting corners;
Plastering window and door slopes.
Drawing up a bill of quantities.
After specifying the requirements for the completion of the preceding or preparatory processes and describing the technological sequence of operations, the scope of work should be determined.
When developing a technological map for the installation of structures made of monolithic or precast concrete, before compiling a bill of quantities, it is necessary to draw up a specification of monolithic reinforced concrete structures(Table 2.1) or specification mounting elements(Table 2.2), respectively.
Filling out the Specification for monolithic reinforced concrete structures should begin with the definition of all elements and structures that are related to the developed technological map according to the working drawings. Their list is entered in column 2. Columns 3, 4, 5, 6 and 8 are filled in on the basis of working drawings. The results of the product of columns 4, 5, 6 are entered in column 7. The total volume of concrete for all elements (column 9) is determined by the product of the values in column 7 by the values in column 8.
Table 2.1
Specification of monolithic reinforced concrete structures
Filling in the Specification of mounting elements is also carried out on the basis of the adopted architectural, planning and design solutions. Columns 2-8, 10 are filled in in accordance with the working drawings. Column 9 is filled in only for plate elements (walls, floor slabs, etc.) by multiplying the values of column 4 by column 5. Columns 11 and 12 contain the results of multiplying the values of column 7 by 10 and column 8 by 10, respectively.
Table 2.2
Specification of mounting elements
| No. p / p | Name of elements | Brand | Dimensions, m | Volume Cubic meters | Weight, t | Area sq.m | Quantity, pcs. | Volume of all elements | Weight of all elements, t | ||
| Length | Width | Height (thickness) | |||||||||
| 1 | foundation beam | FB6-2 | 5,05 | 0,26 | 0,45 | 0,52 | 1,3 | - | 11,96 | 29,9 | |
| 2 | Extreme columns | K96-1 | 0,4 | 0,4 | 10,5 | 1,68 | 4,2 | - | 36,96 | 92,4 | |
| 3 | Coating plate | PG-1-4 | 0,3 | 1,16 | 2,9 | ||||||
The bill of quantities (Table 2.3) includes all the main and auxiliary processes that are performed in the designed complex construction process. The scope of work is determined using the specification of elements, as well as working drawings. Column 2 sequentially enters all the processes carried out in the production of the type of work for which the routing. The units of measurement in column 3 must correspond to the enlarged meters given in the ENiR for this process. Next, column 5 is filled in with the calculation formulas, or, if the calculation was made earlier, indicating the place in the settlement and explanatory note. The results of the calculation are entered in column 4, taking into account the units of measurement given in column 3.
Table 2.3
Bill of quantities
| No. p / p. | Process name | Scope of work | Calculation | |
| Unit meas. | Qty | |||
| 1 | Cutting the vegetative layer of soil (I group) | 1000m 2 | 0,6 | S pl \u003d a pl * b pl, where a pl is the length construction site, b pl - width V \u003d 100 * 60 \u003d 600 (m 2) |
| 2 | The device of a column from a monolithic reinforced concrete | m 3 | 7,2 | see item 2 of table 2.1 |
| 3 | Installation of foundation beams | PCS. | 23 | see item 1 of table 2.2 |
| 4 | Ceramic tile floor installation | 100m 2 | 0,44 | S = a * b, where a is the length of the surface, b is the width. S \u003d 4 * 5 + 3 * 8 \u003d 44 (m 2) |
