UNIFIED STANDARDS AND PRICES FOR CONSTRUCTION,
INSTALLATION AND REPAIR CONSTRUCTION WORKS
Collection E6
CARPENTRY AND JOINERY WORKS
IN BUILDINGS AND STRUCTURES
DEVELOPED by the Central Republican Normative Research Station (CRNIS) of Rosagropromstroy under the methodological guidance and with the participation of the Central Bureau of Labor Standards in Construction (CBNTS) at the All-Russian Research Institute of Labor in Construction of the USSR State Construction Committee.
APPROVED for use in construction and installation, repair and construction and similar organizations, as well as in departments (teams, sections) production associations, enterprises, organizations and institutions engaged in construction and major renovation economically, transferred to new terms of payment for workers in accordance with the resolution of the Central Committee of the CPSU, the Council of Ministers of the USSR and the All-Russian Central Council of Trade Unions "On the improvement and organization wages and the introduction of new tariff rates and official salaries for workers in production sectors of the national economy."
The technology for carrying out the work provided for in the Collection has been agreed upon with the Technical Center of Rosagropromstroy.
INTRODUCTORY PART
1. The standards of this Collection provide for the assembly and installation of wooden parts of buildings (structures) and the processing of timber.
Work on mechanized processing of timber, manufacturing of parts and structural elements, with the exception of cases specified in this Collection, are standardized according to issue 3 of the collection E40 "Manufacturing wooden structures and details."
2. When performing carpentry and joinery work, the following requirements must be observed: thorough surface treatment; density of mates; accuracy of compliance with design dimensions and shape; selection and correct use of wood species, grades and sizes of materials in accordance with the type and responsibility of the structures; performing work to protect wooden structures from fire, rotting and damage by fungal destroyers.
3. In addition to the main operations specified in the scope of work, the standards take into account all auxiliary operations, such as, for example, selection and marking of materials and parts, sawing, cutting and fitting of parts, staging metal fastenings, drilling holes, light scaffolding on ladders, stepladders and trestles, etc., pointing and straightening of tools, care of hand and mechanized tools during work, quality control of work, movement of materials, parts and devices up to 30 m of a horizontal path (except for specially stated cases).
4. Digging holes for installation wooden elements(chairs, poles, racks, etc.) are not provided for by the standards and are standardized according to issue 1 of the collection E2 “Mechanized and manual earthworks”.
5. When disassembling non-inventory temporary and auxiliary devices, the corresponding N.V. and Rasc. when the timber stacked is intact, multiply from 96 to 100% by 1.5 (VCh-1) and from 81 to 95% by 1.25 (VCh-2). Coefficients to N.v. and Rasc. are applied in the presence of appropriate documents for the receipt of usable timber from the dismantling of temporary buildings, structures and devices.
With the preservation of timber from 65 to 80% N.v. and Distributions given in the relevant paragraphs apply without change. If the timber integrity is less than 65%, the work is considered a defect if the specified figure is not previously specified in the task.
6. Prices for drivers are calculated at a tariff rate of 5 times. When installing structures with cranes operated by 4th or 6th grade drivers, prices for drivers should be recalculated at tariff rates corresponding to 4th or 6th grade. in accordance with ETKS of works and professions of workers, issue 3, section. "Construction, installation and repair work", approved on July 17, 1985.
7. Carrying out work in cramped conditions is taken into account by the standards for the relevant work and is not subject to additional payment.
8. The standards provide for the use of debarked timber.
9. The standards provide for the performance of work using softwood timber (pine, spruce, fir, etc.). When using timber of other species N.v. and Rasc. (except for section “A” § E6-6) multiply by the coefficients given in the table.
Name Coefficients for
works of hard hardwood (oak, ash, hornbeam, beech, etc.) medium hardwood (larch, birch, etc.)
Manual processing of timber 1.5 (VCh-3) 1.25 (VCh-4)
Assembly and installation of wooden parts of buildings and structures 1.2 (VCh-5) 1.1 (VCh-6)
10. When carrying out carpentry and joinery work, the safety requirements stipulated by SNiP Sh-4-80 must be strictly observed.
Chapter 1. Scaffolding, trestles, scaffolding and stepladders
§ E6-1. Inventory scaffolding and overpasses
Scope of work
When installing scaffolding and overpasses
1. Planning the scaffolding installation site and laying linings (lags). 2. Installation and assembly of scaffolding and overpass elements. 3. Fastening scaffolding to the wall, punching nests, installing plugs and anchors. 4. Installation of flooring from panels every 2 m in height. 5. Installation of stepladders and fences. 6. Raising elements to the required height using a block.
When dismantling scaffolding and overpasses
Dismantling of scaffolding and overpasses with lowering, sorting and stacking of elements.
B. CONSTRUCTION OF ROOFS FROM PREFABRICATED RAFTS AND TRUSSES
Scope of work
1. Cutting roofing felt into strips and laying strips under the mauerlats and linings. 2. Laying mauerlats. 3. Laying corner purlins. 4. Laying support elements. 5. Manufacturing and laying of linings. 6. Installation of support trusses. 7. Installation of lower rafter panels. 8. Strengthening support trusses, lower rafter panels and rafters twisted wire with ruffs driven into the masonry. 9. Installation of upper trusses. 10. Installation of lathing panels. 11. Installation of fillies. 12. Sheathing of eaves overhangs in the corners. 13. Removing diagonal joints. 14. Installation of couplers. 15. Manufacturing and installation of struts. 16. Manufacturing and installation of racks for diagonal rafter legs. 17. Making and staging sprigs. 18. Sheathing the rafters with bars. 19. Installation of the ridge board. 20. Device dormer windows with cutting openings in the sheathing. 21. Installation of cuts near pipes.
Table 3
Time standards and prices per 100 m 2 roof slope
|
Composition of the carpenter team |
N.v. |
Dist. |
|
4 raz.-2 |
20-86 |
|
|
3 "-2 |
B. INSTALLATION OF TRUSSES AND APPLICATION OF COATINGS ON THE TRUSSES
Scope of work
1. Slinging of structures. 2. Lifting structures using a tower crane and installing them in the design position. 3. Temporary fastening. 4. Unslinging and final fastening.
Table 4
|
Squad composition |
For span trusses, m |
|
|
up to 15 and beams of composite section |
St.15 |
|
|
Crane operator |
||
|
(crane operator) 5 raz. |
1 |
1 |
|
Carpenter 6" |
- |
1 |
|
"5 " |
1 |
- |
|
"4 " |
2 |
2 |
|
"3 " |
3 |
3 |
Table 5
Time standards and prices for 1 truss or beam
|
Constructions |
N.v. Dist. |
For |
||
|
driver |
carpenters |
|||
|
Trusses span, m |
up to 15 |
0,68 0-61,9 |
4,08 3-12 |
|
|
up to 20 |
0,9 0-81,9 |
5,4 4-27 |
||
|
St. 20 |
1,4 1-27 |
8,4 6-64 |
||
|
Composite beams |
0,56 0-51 |
3,36 2-57 |
||
D. LAYING PURMS, CONSTRUCTION OF DECKS AND LANTERN FRAMEWORKS
Scope of work
When laying purlins
1. Manufacturing and fitting of mating joints in beams or composite purlins from boards. 2. Making connections between purlins and trusses. 3. Drilling holes for installing bolts. 4. Laying purlins along trusses with installation of fastenings.
When installing flooring along purlins
1. Reception of packages with materials. 2. Layout of boards or slats along the purlins with cutting at the joints and on the overhangs. 3. Nailing. 4. Trimming the ends of boards or slats that protrude beyond the edges of the slopes.
When constructing lantern frames
1. Marking and production of elements according to templates with the production of all mates. 2. Marking and drilling bolt holes. 3. Assembling the frame with fitting connections between each other and with the supports. 4. Weighting, alignment and jointing installed frame. 5. Bolting and nailing.
Table 6
|
Constructions |
Squad composition |
Meter |
N.v. |
Dist. |
|||
|
Runs |
from beams or two boards |
Carpenters: |
100 m |
21-74 |
|||
|
5 sizes - 1 |
runs |
||||||
|
3 "- 1 |
|||||||
|
from three boards |
Same |
Same |
34-62 |
||||
|
Flooring |
worker |
Carpenters: |
100 m 2 |
15,5 |
11-55 |
||
|
4 sizes - 1 |
flooring |
||||||
|
3 "- 1 |
|||||||
|
protective |
flat |
Same |
Same |
18,5 |
13-78 |
||
|
curvilinear |
17-14 |
||||||
|
Frames |
from beams |
Carpenters: |
100 m |
39,5 |
31-80 |
||
|
lanterns |
5 sizes - 1 |
bars in |
|||||
|
3 "- 1 |
in fact |
||||||
|
from boards |
Same |
100 m of boards in action |
18,5 |
14-89 |
|||
Notes: 1. Present And Dist. table 5 multiply when installing structures: using hand winches by 2.5 (PR-3); using electric winches 1.7 (PR-4); using cranes on pneumatic wheels and truck cranes 1.1 (PR-5). 2. When installing three-hinged arches N.v. And Dist. lines N 1-3 of table. 5 multiplied by 2.25 (PR-6). This coefficient takes into account the installation of hangers, tightening, hinges and the movement of mounting scaffolding. 3. Installation, moving and cleaning of masts, as well as moving structures on rollers according to the standards of Table. 5 and 6 are not taken into account and are standardized according to the collection E25 “Rigging work”.
§ E6-10. Laying fibreboards
By reinforced concrete slabs coatings
Scope of work
1. Cleaning the coating slabs. 2. Applying a layer of finished mastic. 3. Gluing of fibreboards with cutting of the boards if necessary. 4. Filling the seams.
Time standards and prices per 1 m 2 of coverage
|
Squad composition |
Laying fibreboards |
|
|
in two layers |
in four layers |
|
|
Insulator on thermal insulation: |
||
|
4 sizes - 1 |
0,16 |
0,3 |
|
3 "- 2 |
0-11,3 |
0-21,2 |
|
2 "- 1 |
||
§ E6-11. Hemming of cornices
Scope of work
1. Sewing on finished fillies. 2. Hemming with planed boards. 3. Nailing of finished fillets.
Standard time and price for 100 boards of cornice filing
§ E6-12. Construction of porches, staircases, terraces, verandas and vestibules
Scope of work
When installing a porch on a finished base
1. Assembling a porch from finished parts. 2. Installation of the porch on the finished base, checking the correct installation and fastening.
When installing a porch with a device grounds
1. Preparation of chairs with the application of antiseptic compounds. 2. Installation of chairs in ready-made pits with backfilling and compaction. 3. Laying of nozzles with level adjustment. 4. Installation of platform flooring and side cladding.
When installing steps, pedestals and canopies of porches, terraces and verandas
1. Making bowstrings, stands. 2. Assembling stairs from finished parts. 3. Installation of cabinets covered with boards. 4. Manufacturing and assembly of a single-pitched canopy with wooden brackets and continuous sheathing for the roof.
When installing stairs with platforms
1. Installation of beams, racks and platform struts. 2. Cutting bars into the beams to support the floor. 3. Making notches in floor and platform beams for connections with flights. 4. Installation of marches. 5. Checking the position of the marches. 6. Filing stairs and platforms. 7. Installation of railings.
When installing a vestibule
1. Laying the floor with the fitting of boards or boards. 2. Installation of side panels with fastenings. 3. Construction of the vestibule roof from panels secured with nails. 4. Fit and hang front door vestibule.
When installing terraces and verandas
1. Chiseling and sharpening of the posts and open parts of the harnesses. 2. Sharpening of boards and bars. 3. Preparation of elements with cutting. 4. Preparation of mates. 5. Figured filing. 6. Verifying the correct installation of chairs. 7. Connecting the strapping in the corners with fastening to the chairs with nails. 8. Laying plank beams from two boards and spacers, between the beams, nailing them to the beams. 9. Laying floor boards with nails at each intersection with beams and fitting them at the junction with the posts. 10. Installation of ready-made clean racks. 11. Laying the top trim along the posts with nailing. 12. Laying ceiling beams. 13. Installation rafter legs with fit in places adjacent to top harness, with strengthening the other end to the wall of the house. 14. Installation of a clean cornice with installation of fillets, nailing and joining of boards in the corners, with lining of the trim along the fillets. 15. Ceiling cladding along beams.16. Lathing rafters with boards and nails. 17. Covering the base with clean boards. 18. Assembly and installation of fences from ready-made elements with strengthening. 19. Installation and strengthening of single blind window sashes, fitting and hanging of light-colored door panels (when installing verandas).
Table 1
|
Squad composition |
Constructions |
|
|
clean stairs |
other |
|
|
Carpenter grade 5 |
||
|
"4 " |
||
|
"3 " |
||
table 2
Time standards and prices for meters indicated in the table
|
Constructions |
Meter |
N.v. |
Dist. |
||
|
Porches-platforms |
on a ready basis |
1 porch |
3,7 |
2-76 |
|
|
with base device |
Same |
5,6 |
4-17 |
||
|
steps |
1st stage |
2,6 |
1-94 |
||
|
Two cabinets covered with boards |
1 porch |
1,8 |
1-34 |
||
|
Single-pitch canopies with wooden brackets and continuous sheathing for the roof |
Same |
8,2 |
6-11 |
||
|
clean with platforms and planed boards |
1 m march |
1,8 |
1-45 |
||
|
Stairs |
attic without filing |
Same |
0,85 |
0-63,3 |
|
|
the same, with filing with planed boards |
1,1 |
0-82 |
|||
|
Entrance vestibules |
1m 2 gender |
1,7 |
1-27 |
||
|
on three sides with one side adjacent to the house |
Same |
3-73 |
|||
|
on three sides, under a finished roof shared with the house |
4,6 |
3-43 |
|||
|
Open terraces |
on both sides (with two sides adjoining the house) |
4,2 |
3-13 |
||
|
on one side adjoining the house on three sides |
3,8 |
2-83 |
|||
|
with one side adjacent to the house |
5,9 |
4-40 |
|||
|
Enclosed verandas |
under a finished roof common to the house (with one side adjoining the house) |
5,3 |
3-95 |
||
|
with two sides adjacent to the house |
4,7 |
3-50 |
|||
|
adjacent to the house on three sides |
2-98 |
||||
Notes: 1. The standards of lines No. 1 and 2 provide for the installation of porches with an area of up to 2.5 m 2 . At larger area porch for every 1 m 2 add N.v. 1.4 person-hours, Dist. 1-04(PR-1). 2. When installing verandas, the preparation of parts and assembly of single blind frames and light-colored door panels is not provided and is paid additionally.
§ E6-13. Filling openings
Scope of work
When installing blocks
1. Clearing the base of the opening. 2. Slinging the block when installing it with a crane. 3. Inserting the block into the opening or installing it in the design position along the way. 4. Verification of correct installation. 5. Jamming of the block with the wedge blank. 6. Fastening the block box to the wall with ruffs.
When installing boxes
1. Cleaning the base of the opening from frozen solution. 2. Installation of the box, checking the correct installation by plumb and level. 3. Fastening the box to the wall with ruffs.
When installing window sill boards
1. Clearing the furrow (when installing window sills in stone walls). 2. Fitting the window sill board in place. 3. Application of antiseptic compounds and upholstery with felt. 4. Installation and level checking. 5. Fastening the window sill board.
Add when installing on wooden brackets:
6. Manufacturing and installation of wooden brackets.
Add when installing on metal brackets:
6. Marking and manually chiseling two nests in the box of the window block (places for attaching metal brackets). 7. Installation of brackets with screws to the box.
When installing mounting boards
1. Cleaning the base of the opening from hardened mortar (when installed in stone walls). 2. Fitting the boards in place. 3. Installation of mounting boards in place, covered with roofing felt and felt and leveled.
When hanging the gate manually
1. Fitting the door leaves in place. 2. Installation of forge loops and hooks with drilling holes and fastening with bolts. 3. Setting and strengthening the bolt. 4. Hanging the gate on hooks.
When hanging a gate using a truck crane
1. Marking the installation sites for hooks (eyes). 2. Slinging gate leaves. 3. Winding the gate leaves into the openings. 4. Hanging gate leaves on hooks. 5. Verifying the correct installation of the gate.
When electric welding
1. Fastening the hooks to the box using electric welding.
When placing metal squares
1. Marking and drilling holes. 2. Installation of squares on bolts.
When hanging carpentry doors
1. Cutting and fitting door panels to the opening. 2. Installation and strengthening of hinges on screws. 3. Installation of devices and hanging doors on hinges.
Squad composition
A. For the table. 1 lines N 2-7 and table. 4 lines N 3 and 4
B. For table 1, line No. 1, tables 2 and 3 (completely); table 4 lines N 1, 2 and 7-11
B. For the table. 4 lines N 5
Electric welder manual welding 3 size - 1
G. For the table. 4 lines N 6
Carpenter 3 grades - 1
A. INSTALLATION OF OKOHHbIX AND DOORS BLOCKS
Table 1
Time standards and prices per 100 m 2 block area (according to external measurements)
|
Block area, m 2 , before |
With narrow single boxes (with single or double bindings) |
With wide or split boxes (with two separate bindings) |
|||
|
N.vr . Dist. |
For |
N.v. Dist. |
For |
||
|
driver |
carpenters |
driver |
carpenters |
||
|
51 36-47 |
59 42-19 |
||||
|
1,5 |
10,5 9-56 |
21 15-02 |
12,5 11-38 |
25 17-88 |
|
|
9 8-19 |
18 12-87 |
11 10-01 |
22 15-73 |
||
|
2,5 |
8 7-28 |
16 11-44 |
10 9-10 |
20 14-30 |
|
|
6,7 6-10 |
13,4 9-58 |
7,8 7-10 |
15,6 11-15 |
||
|
3,5 |
6,2 5-64 |
12,4 8-87 |
7,4 6-73 |
14,8 10-58 |
|
|
4 and St. |
5,7 5-19 |
11,4 8-15 |
6,7 6-10 |
13,4 9-58 |
|
B. INSTALLATION OF BOXES
table 2
Time standards and prices per 100 m of box area (according to external measurements)
|
Box area, m 2 , before |
Window boxes |
Door frames |
|||
|
narrow |
wide or compound |
narrow |
wide or compound |
||
|
35 25-03 |
47 33-61 |
26 18-59 |
34 24-31 |
||
|
1,5 |
24,5 17-52 |
32 22-88 |
26 18-59 |
34 24-31 |
|
|
20,5 14-66 |
27 19-31 |
23 16-45 |
30 21-45 |
||
|
2,5 |
18,5 13-23 |
24 17-16 |
20 14-30 |
4 |
|
|
3 |
16 11-44 |
21 15-02 |
17 12-16 |
5 |
|
|
3,5 |
15,5 11-08 |
20 14-30 |
21 15-02 |
6 |
|
|
4 |
13,5 9-65 |
17,5 12-51 |
14,5 10-37 |
7 |
|
|
4.5 and St. |
12,5 8-94 |
16,5 11-80 |
8 |
||
|
A |
b |
V |
G |
N |
|
B. INSTALLATION OF WINDOW SILLS AND MOUNTING BOARDS
Table 3
Time standards and prices for meters indicated in the table
|
Products |
Meter |
N.v. |
Dist. |
N |
|
|
without brackets |
1 m of boards |
0,14 |
0-10 |
1 |
|
|
Window sill boards |
on wooden brackets |
Same |
0,21 |
0-15 |
2 |
|
on metal brackets |
" |
0,31 |
0-22,2 |
3 |
|
|
Mounting boards in openings industrial buildings |
1 board |
0,21 |
0-15 |
4 |
|
D. GATE HINGING AND CARPENTRY DOORS
Table 4
Time standards and prices for meters indicated in the table
|
Products |
Meter |
N.v. |
Dist. |
N |
||
|
Gates during installation |
single-leaf |
1m 2 canvases |
0,45 |
0-32,2 |
1 |
|
|
manually |
double-leaf |
Same |
0,62 |
0-44,3 |
2 |
|
|
Gate at |
hitch |
for the driver |
" |
0,12 |
0-10,9 |
3 |
|
installation |
for carpenters |
" |
0,24 |
0-17,2 |
4 |
|
|
crane |
fastening hooks and eyes to the box using electric welding |
1 hook or eye |
0,05 |
0-03,5 |
5 |
|
|
placing squares |
1 square |
0,43 |
0-30,1 |
6 |
||
|
Carpenter's doors |
on mortise keys or in |
single-leaf |
1m 2 canvases |
0,24 |
0-17,2 |
7 |
|
tip |
double-leaf |
Same |
0,41 |
0-29,3 |
8 |
|
|
on slats |
single-leaf |
" |
0,16 |
0-11,4 |
9 |
|
|
double-leaf |
" |
0,29 |
0-20,7 |
10 |
||
|
on swinging hinges |
" |
0,65 |
0-46,5 |
11 |
||
Notes: 1. For chiseling two nests in the threshold for open door frames, take 1 box N.v. 0.13 person-hour, Dist. 0-09.3(PR-1). 2. Standardize the fitting of bindings and door panels into the installed frames according to the table. 2 § E40-3-23 "Manufacture of wooden structures and parts" taking into account clause 1 of the Introductory Part. 3. The standards of Table 1, line No. 1, provide for the installation of blocks manually, and lines No. 2-7 - by crane. When installing blocks manually N.v. And Dist. for carpenters, lines N 2-7 multiply by 1.7 (PR-2). The standards in Table 2 require manual installation of boxes. 4. Work is carried out at a height of up to 15 m from ground level, when work is carried out at a height of over 15 m for each subsequent meter of height N.v. And Dist. increase by 0.5% (PR-3). 5. Standards table. 1 installation of structures is provided tower crane or a truck crane, according to the standards of lines No. 3 and 4 of Table 4 - only with a tower crane. When installing with a truck crane N.v. And Dist. multiply the indicated lines by 1.1 (PR-4). 6. When installing blocks in wooden walls without cutting the ridge at the ends of the partitions N.v. And Dist. Table 1 multiply by 1.15 (PR-5). 7. Lining the openings of log walls with ready-made parts of decks and ready-made blocks with cutting of the ridge at the ends of the walls, normalize according to Note 2 § E6-6. 8. When installing blocks with glazed window sashes or door leaves N.v. And Dist. Table 1 multiply by 1.15 (PR-6). 9. When installing veneered blocks N.v. And Dist. table 1 multiplied by 1.2 (PR-7). 10. For removing previously hung unglazed window sashes, transoms and door panels from their hinges with unscrewing the hinges, with them back and screwing the hinges, take 1 sash or transom N.v. 0.12 person-hour, Dist. 0-08.6(PR-8); for 1 door leaf N.v. 0.23 person-hour, Dist. 0-16.4(PR-9). For removable hinges, accept: for 1 sash or 1 transom - N.v. 0.04 person-hour, Dist. 0-02.9(PR-10); by 1 door leaf- N.v. 0.07 person-hour, Dist. 0-05(PR-11). 11. Standardize the caulking of single and double boxes of dry tow according to the collection E8-1 “Finishing works”.
§ E6-14. Attachment of elements filling openings
Scope of work
1. Marking the attachment points. 2. Removing the opening filling elements (door leaf, window sash, transom or window) from the hinges. 3. Removing larvae, valves, cards, hinges and window wraps (if necessary). 4. Attachment of elements and fit in place. 5. Installation of larvae, valves, cards, hinges and window wraps in place, partial deepening of the nests (if necessary). 6. Hangment of opening filling elements.
Construction carpenter - 5 grades.
Time standards and prices for meters indicated in the table
|
Products |
Meter |
N.v. |
Dist. |
N |
|
|
Window units with paired |
1,5 |
1 block |
0,33 |
0-30 |
1 |
|
bindings with opening area, m 2 , before |
2,1 |
Same |
0,47 |
0-42,8 |
2 |
|
2,5 |
" |
0,59 |
0-53,7 |
3 |
|
|
3,2 |
" |
0,73 |
0-66,4 |
4 |
|
|
Balcony door blocks with paired leaves |
" |
0,34 |
0-30,9 |
5 |
|
|
Window twin transoms and vents, area, m 2 , before |
0,2 |
1 transom or window |
0,18 |
0-16,4 |
6 |
|
0,3 |
Same |
0,24 |
0-21,8 |
7 |
|
|
St. 0.3 |
" |
0,27 |
0-24,6 |
8 |
|
|
Window sashes on removable and detachable |
1 |
1 leaf |
0,2 |
0-18,2 |
9 |
|
loops with separate bindings |
1,5 |
Same |
0,24 |
0-21,8 |
10 |
|
area, m 2 , before |
2 |
" |
0,27 |
0-24,6 |
11 |
|
2,5 |
" |
0,31 |
0-28,2 |
12 |
|
|
The same, on articulated hinges (with |
1 |
" |
0,25 |
0-22,8 |
13 |
|
unscrewing and screwing screws) |
1,5 |
" |
0,3 |
0-27,3 |
14 |
|
with the area of the transom sash or |
2 |
" |
0,35 |
0-31,9 |
15 |
|
vents, m 2 , before |
2,5 |
" |
0,41 |
0-37,3 |
16 |
|
Door blocks with opening area, m 2 , before |
2 |
1 block |
0,26 |
0-23,7 |
17 |
|
2,5 |
Same |
0,33 |
0-30 |
18 |
|
|
3 |
" |
0,43 |
0-39,1 |
19 |
|
|
3,5 |
" |
0,53 |
0-48,2 |
20 |
|
|
4 |
" |
0,67 |
0-61 |
21 |
|
|
St. 4 |
" |
0,81 |
0-73,7 |
22 |
|
|
Doors for built-in and mezzanine wardrobes |
0,3 |
1 canvas |
0,13 |
0-11,8 |
23 |
|
area, m 2 , before |
0,5 |
Same |
0,14 |
||
UNIFIED STANDARDS AND PRICES FOR CONSTRUCTION, INSTALLATION AND REPAIR WORK
Collection E6
CARPENTRY AND JOINERY WORKS IN BUILDINGS AND STRUCTURES
DEVELOPED by the Central Republican Normative Research Station (CRNIS) of Rosagropromstroy under the methodological guidance and with the participation of the Central Bureau of Labor Standards in Construction (CBNTS) at the All-Russian Research Institute of Labor in Construction of the USSR State Construction Committee.
APPROVED for use in construction and installation, repair and construction and equivalent organizations, as well as in divisions (teams, sections) of production associations, enterprises, organizations and institutions carrying out construction and major repairs in an economic way, transferred to new conditions for remuneration of workers in accordance with the resolution of the Central Committee of the CPSU, the Council of Ministers of the USSR and the All-Russian Central Council of Trade Unions "On the improvement and organization of wages and the introduction of new tariff rates and official salaries for workers in production sectors of the national economy."
The technology for carrying out the work provided for in the Collection has been agreed upon with the Technical Center of Rosagropromstroy.
Chapter 1. Scaffolding, trestles, scaffolding and stepladders § E6-1. Inventory scaffolding and overpasses § E6-2. Non-inventory forests § E6-3. Scaffold § E6-4. Stepladders Chapter 2. ASSEMBLY AND CONSTRUCTION OF WOODEN STRUCTURES § E6-5. Foundations and plinths § E6-6. Walls § E6-7. Partitions § E6-8. Floors § E6-9. Roofs § E6-10. Laying fiberboards on reinforced concrete slabs § E6-11. Hemming of cornices § E6-12. Construction of porches, staircases, terraces, verandas and vestibules § E6-13. Filling openings § E6-14. Attachment of opening filling elements § E6-15. Installation of sealing cord § E6-16. Temporary filling of window openings plastic film § E6-17. Assembly and installation of built-in, attached and mezzanine cabinets § E6-18. Sealing niches up to 2.7 in size with chipboards ´ 0.6 m § E6-19. Installation of radiator guards § E6-20. Installation of fire hose cabinets in concrete and brick walls § E6-21. Installation of refrigerated cabinets in wall niches § E6-22. Installation of handrails § E6-23. Assembly and installation of ventilation shafts § E6-24. Construction of frames for covering with plywood, dry plaster, fiberboard and chipboards § E6-25. Cladding of wall and ceiling surfaces § E6-26. Arrangement of screens from asbestos cement sheets on balcony railings § E6-27. Preparation of asbestos-cement corrugated sheets § E6-28. Installation of temporary fencing flights of stairs § E6-29. Installation of fastening posts in door and window openings buildings § E6-30. Manufacturing and installation of small molds § E6-31. Assembly and installation of fences § E6-32. Antiseptic and fire protection of wood CHAPTER 3. CONSTRUCTION TEMPORARY STRUCTURES § E6-33. Foreman and passage rooms § E6-34. Sheds and sheds § E6-35. Guard booths, showers and toilets CHAPTER 4. INSTALLATION OF MOBILE (INVENTORY) BUILDINGS FROM VOLUMETRIC CONTAINER-TYPE BLOCKS § E6-36. Loading block containers onto vehicles to transport them to the installation site § E6-37. Installation of two-story auxiliary prefabricated mobile (inventory) buildings from block containers § E6-38. Sealing external joints between floors and in the roof of a building made from block containers with strips § E6-39. Sealing joints inside the building in the openings between block containers § E6-40. Installation of prefabricated combined wooden residential buildings § E6-41. Installation of mobile (inventory) prefabricated buildings from two block containers CHAPTER 5. TIMBER PROCESSING WITH HAND TOOLS § E6-42. Hewing logs and boards § E6-43. Trimming the ends of logs and boards § E6-44. Timber stockpiling § E6-45. Debarking of logs and plates § E6-46. Cross sawing of timber § E6-47. Drilling holes § E6-48. Chiseling nests § E6-49. Making cuts, junctions and intersections of logs and beams § E6-50. Bonding of logs and beams § E6-51. Pairing plates and boards CHAPTER 6. MISCELLANEOUS WORK § E6-52. Miscellaneous works § E6-53. Hammering staples § E6-54. Installing bolts and clamps |
INTRODUCTORY PART
1. The standards of this Collection provide for the assembly and installation of wooden parts of buildings (structures) and the processing of timber.
Work on mechanized processing of timber, production of parts and structural elements, with the exception of cases specified in this Collection, is standardized according to issue. 3 collections E40 "Manufacture of wooden structures and parts."
2. When performing carpentry and joinery work, the following requirements must be observed: thorough surface treatment; density of mates; accuracy of compliance with design dimensions and shape; selection and correct use of wood species, grades and sizes of materials in accordance with the type and responsibility of the structures; performing work to protect wooden structures from fire, rotting and damage by fungal destroyers.
3. In addition to the main operations specified in the scope of work, the standards take into account all auxiliary operations, such as, for example, selection and marking of materials and parts, sawing, cutting and fitting of parts, installation of metal fasteners, drilling holes, light scaffolding on ladders, stepladders and trestles, and etc., pointing and straightening of tools, care of hand and mechanized tools during work, quality control of work, movement of materials, parts and devices up to 30 m of a horizontal path (except for specially stated cases).
4. Digging holes for installing wooden elements (chairs, poles, racks, etc.) is not provided for by the standards and is standardized according to issue. 1 collection E2 "Mechanized and manual earthworks".
5. When disassembling non-inventory temporary and auxiliary devices, the corresponding N.V. and Rasc. when the timber stacked is intact, multiply from 96 to 100% by 1.5 (VCh-1) and from 81 to 95% by 1.25 (VCh-2). Coefficients to N.v. and Rasc. are applied in the presence of appropriate documents for the receipt of usable timber from the dismantling of temporary buildings, structures and devices.
With the preservation of timber from 65 to 80% N.v. and Distributions given in the relevant paragraphs apply without change. If the integrity of the timber is less than 65%, the work is considered a defect if the specified figure is not previously specified in the task.
6. Prices for drivers are calculated at a tariff rate of 5 times. When installing structures with cranes operated by 4th or 6th grade drivers, prices for drivers should be recalculated at tariff rates corresponding to 4th or 6th grade. in accordance with ETKS of works and professions of workers, vol. 3, section "Construction, installation and repair work", approved on July 17, 1985.
7. Carrying out work in cramped conditions is taken into account by the standards for the relevant work and is not subject to additional payment.
8. The standards provide for the use of debarked timber.
9. The standards provide for the performance of work using softwood timber (pine, spruce, fir, etc.). When using timber of other species N.v. and Rasc. (except for section “A” § E6-6) multiply by the coefficients given in the table.
10. When performing carpentry and joinery work, the safety requirements stipulated by SNiP III-4-80 must be strictly observed.
UNIFIED STANDARDS AND PRICES FOR CONSTRUCTION, INSTALLATION AND REPAIR WORK
Collection E6
CARPENTRY AND JOINERY WORKS IN BUILDINGS AND STRUCTURES
DEVELOPED by the Central Republican Standard Research Station (TSRNIS) of Rosagropromstroy under the methodological guidance and with the participation of the Central Bureau of Labor Standards in Construction (CBNTS) at the All-Russian Research Institute of Labor in Construction of the State Construction Committee
APPROVED for use in construction and installation, repair and construction and equivalent organizations, as well as in divisions (teams, sections) of production associations, enterprises, organizations and institutions carrying out construction and major repairs in an economic way, transferred to new conditions for remuneration of workers in accordance with the resolution of the Central Committee of the CPSU, the Council of Ministers of the USSR
and the All-Russian Central Council of Trade Unions "On the improvement and organization of wages and the introduction of new tariff rates and official salaries for workers in production sectors of the national economy."
The technology for carrying out the work provided for in the Collection has been agreed upon with the Technical Center of Rosagropromstroy.
INTRODUCTORY PART
1. The standards of this Collection provide for the assembly and installation of wooden parts of buildings (structures) and the processing of timber.
Work on mechanized processing of timber, production of parts and structural elements, with the exception of cases specified in this Collection, is standardized according to issue 3 of the collection E40 "Manufacture of wooden structures and parts."
2. When performing carpentry and joinery work, the following requirements must be observed: thorough surface treatment; density of mates; accuracy of compliance with design dimensions and shape; selection and correct use of wood species, grades and sizes of materials in accordance with the type and responsibility of the structures; performing work to protect wooden structures from fire, rotting and damage by fungal destroyers.
3. In addition to the main operations specified in the scope of work, the standards take into account all auxiliary operations, such as selection and marking of materials and parts, sawing, cutting and fitting of parts, installation of metal fasteners, drilling holes, light scaffolding on ladders, stepladders and trestles, etc. ., pointing and straightening of tools, care of hand and mechanized tools during work, quality control of work, movement of materials, parts and devices up to 30 m of a horizontal path (except for specially stated cases).
4. Digging holes for installing wooden elements (chairs, poles, racks, etc.) is not provided for by the standards and is standardized according to issue 1 of the collection E2 “Mechanized and manual excavation work.”
5. When disassembling non-inventory temporary and auxiliary devices, the corresponding N.v. And Dist. when the timber stacked is intact, multiply from 96 to 100% by 1.5 (VCh-1) and from 81 to 95% by 1.25 (VCh-2). Coefficients to N.v. and Rasc. are applied in the presence of appropriate documents for the receipt of usable timber from the dismantling of temporary buildings, structures and devices.
With the preservation of timber from 65 to 80% N.v. and Rasc. , given in the relevant paragraphs, apply without modification. If the timber integrity is less than 65%, the work is considered a defect if the specified figure is not previously specified in the task.
6. Prices for drivers are calculated at a tariff rate of 5 times. When installing structures with cranes operated by 4th or 6th grade drivers, prices for drivers should be recalculated at tariff rates corresponding to 4th or 6th grade. in accordance with ETKS of works and professions of workers, issue 3, section. "Construction, installation and repair work", approved on July 17, 1985.
7. Carrying out work in cramped conditions is taken into account by the standards for the relevant work and is not subject to additional payment.
8. The regulations provide for the use of debarked timber.
9. The standards provide for the performance of work using softwood timber (pine, spruce, fir, etc.). When using timber of other species N.v. And Dist. (except for section “A” § E6-6) multiply by the coefficients given in the table.
Name |
Odds for |
|
hardwood |
medium hard rocks |
|
(oak, ash, hornbeam, beech, etc.) |
(larch, birch, etc.) |
|
Timber processing |
||
Assembly and installation |
||
wooden parts of buildings and |
||
structures |
||
10. When carrying out carpentry and joinery work, the safety requirements stipulated by SNiP Sh-4-80 must be strictly observed.
Chapter 1. Scaffolding, trestles, scaffolding and stepladders
§ E6-1. Inventory scaffolding and overpasses
Scope of work
When installing scaffolding and overpasses
1. Planning the scaffolding installation site and laying linings (lags). 2. Installation and assembly of scaffolding and overpass elements. 3. Fastening scaffolding to the wall, punching nests, installing plugs and anchors. 4. Installation of flooring from panels every 2 m in height. 5. Installation of stepladders and fences. 6. Raising elements to the required height using a block.
When dismantling scaffolding and overpasses
Dismantling of scaffolding and overpasses with lowering, sorting and stacking of elements.
Table 1
Squad composition |
Item numbers |
|||
Steel erector |
||||
and reinforced concrete structures: |
||||
Carpenter grade 5 |
||||
Fig.1. Connection unit for elements in tubular scaffolding on hinged clamps
1 - clamp; 2 - cross member; 3 - stand
Fig.2. Connection unit for elements in boltless tubular scaffolding
1 - cross member; 2 - run; 3 - hook; 4 - pipe; 5 - stand
Rice. 3. Connection unit for elements in tubular scaffolding on brackets
1 - cross member; 2 - bracket; 3 - stand; 4 - bolt
table 2
Time standards and prices for 1 m2 of scaffolding projection onto the wall (for columns “a” - “e”), for 1 m of scaffolding along the length (for column “e”) and for 1 m2 of flooring (for columns “g” and “h” ")
Metal scaffolding |
Overpasses with |
||||||||
structures |
flooring made of |
||||||||
plates or boards |
|||||||||
with connection |
on frame |
||||||||
tubular elements |
rack and |
||||||||
truss |
|||||||||
Device |
|||||||||
Disassembly |
|||||||||
Notes: 1. Standards table. 2 takes into account the expansion of racks when constructing wooden scaffolding (except for exits) and overpasses. When constructing wooden scaffolding (except for exits) and overpasses without extending the racks N.v. and Rasc. multiply by 0.9 (PR-1). 2. The installation of scaffolding from the ledges of buildings should be standardized according to the standards of Table. 2, 3. Minor repairs of scaffolding elements up to 10% of the total number of elements and parts, performed during the installation of scaffolding, should be normalized according to the corresponding columns, multiplying N.v. and Rasc. by 0.1 (PR-2). 4. In table. 2 provides for comprehensive standards for the assembly and disassembly of scaffolding with the installation and dismantling of panel flooring. When assembled and disassembled separately metal parts scaffolding and panel flooring, remuneration for labor can be made separately, taking into account the labor intensity of each of these works given in Table 3. 5. Standards table. 2 provides for the installation and dismantling of inventory scaffolding, except for exit scaffolding, with decking every 2 m. With a height between decking of 1.2 m, the corresponding N.v. and Rasc. multiply by 1.65 (PR-3). 6. Standards table. 2, a scaffolding height of up to 16 m is provided, counting from the base (lower plane of the lining for the posts) to the top flooring. At high altitudes of forests N.v. and Rasc. table 2 for the installation and dismantling of scaffolding, except for exit scaffolding, increase for every next 4 m the height of the scaffolding (with a distance between decking of 2 m) or every 2.4 m (with decking every 1.2 m) by 15% (PR-4), determining the number of sections with a height of 4 m or 2.4 m, rounded to the next whole number.
Table 3 |
|||||
Labor intensity, % |
|||||
during assembly |
when disassembling |
||||
metal |
panel board |
metal |
panel board |
||
articulated |
|||||
clamps or brackets |
|||||
boltless |
|||||
connections |
|||||
Suspended strings |
|||||
§ E6-2. Non-inventory forests
A. MANUFACTURING Scope of work
1. Marking and cross cutting of materials. 2. Manufacturing of all types of interfaces
With chiselling, sawing and cutting.
Table 1
Indigenous forests |
Meter |
N.v. N |
|
Elements from logs and plates |
100 m of scaffolding elements |
||
Elements from boards |
|||
Flooring with fencing |
100 m2 of flooring |
||
B. INSTALLATION AND DISASSEMBLY |
|||
Scope of work
When installing scaffolding
1. Installation of racks with laying of pads on the ground or in ready-made holes, backfilling and compaction.
2. Installation of scaffolding elements (struts, grips, purlins, pins, etc.) and fastening them (with nails, reinforcement, bolts, clamps, etc.). 3. Joining the racks before strengthening them with other elements. 4. Laying and strengthening the flooring. 5. Installation of fences. 6. Lifting all elements manually or with a block.
When dismantling scaffolding
Disassembly with lowering, sorting and stacking of elements.
table 2
Time standards and prices for meters indicated in the table
Indigenous forests |
Meter |
Disassembly |
|||
installation |
|||||
Elements from logs and 100 |
m scaffolding elements |
||||
Elements from boards |
|||||
m2 of flooring |
|||||
fencing |
|||||
Note. The standards provide for the height of scaffolding (from the ground to the top flooring) to be 16 m.
§ E6-3. Scaffold
A. PACKAGE, BLOCK AND BLOCK SCAFFOLDINGS HINGED PANEL
Scope of work
When installing (rearranging) package scaffolding
1. Package hooking. 2. Installing the packages in place. 3. Uncoupling of packages.
When installing (rearranging) block scaffolding or inventory hinged-panel
Installation in the first position 1. Block hooking. 2. Installation of the block. 1. Uncoupling the block.
Installation in the second position
1. Block hook. 2. Lifting the block. 3. Sliding the support frames. 4. Installation of the block. 5. Uncoupling the block.
Squad composition
Table 1
Time standards and prices for meters indicated in the table
Installation (rearrangement) |
Meter |
||||
scaffolding |
|||||
driver |
carpenters |
||||
Batch |
|||||
Block or |
|||||
hinged panel |
position |
||||
in the second |
|||||
position |
|||||
B. OTHER TYPES OF SCAFFOLDING Scope of work
When assembling inventory scaffolds
1. Laying boards under racks on floor beams or on flooring. 2. Installation of racks or frames. 3. Checking the tightness of installation of racks (or frames) on the flooring with wedging in the necessary places. 4. Checking the placement and level of racks (or frames). 5. Laying, leveling and wedging of purlins. 6. Laying flooring. 7. Sewing shields to purlins. 8. Installation of fencing. 9. Laying of rolling tracks. 10. Arrangement of stepladders.
When dismantling inventory scaffolds
1. Freeing the scaffolding from the rolling tracks. 2. Removal of barriers. 3. Removal of flooring and side boards, 4. Removal of stepladders. 5. Removing purlins. 6. Cleaning racks or frames. 7. Carrying all parts and stacking them.
When assembling non-inventory scaffolding
1. Marking installation locations for supports. 2. Setting up racks with diagonal joints
And workpiece 3. Preparation and laying of purlins or fingers with nailing to the posts. 4. Laying continuous flooring with preparation of boards and nailing to purlins or fingers. 5. Fencing arrangement. 6. Installation of stepladders.
When dismantling non-inventory scaffolding
1. Removal of barriers. 2. Removing deck boards. 3. Removing stepladders. 4. Removing diagonal fights. 5. Removing purlins or fingers. 6. Carrying all parts and stacking them.
When installing flooring on beams
1. Laying the flooring along the beams end to end or apart with the preparation of boards. 2. Nailing each board in three places.
When disassembling the flooring along the beams
1. Removing boards by pulling out nails. 2. Carrying boards and stacking them.
Squad composition
table 2
Time standards and prices for 1 m 2 of scaffolding
Scaffold |
||||||
Name of works |
inventory |
non-inventory |
||||
on stands with |
on racks and |
flooring by |
||||
retractable |
mobile |
runs with |
laid out |
|||
rods or |
tables, |
workpiece |
||||
on ready-made |
undergrowth and |
floors |
||||
(envelopes) |
||||||
no moves |
||||||
scaffolding |
||||||
with moves on |
||||||
flooring on |
||||||
retaining |
||||||
racks or |
||||||
Disassembly |
no moves |
|||||
scaffolding |
||||||
with moves on |
||||||
flooring on |
||||||
retaining |
||||||
racks or |
||||||
Rearrangement |
no moves |
|||||
scaffolding |
with moves on |
|||||
within |
flooring on |
|||||
retaining |
||||||
racks or |
||||||
Rearrangement |
no moves |
|||||
scaffolding |
with moves on |
|||||
flooring on |
||||||
carrying |
retaining |
|||||
racks or |
||||||
next |
||||||
Note. For lifting 1 m2 of scaffolding on retractable rods with re-fastening purlins and braces and rearranging the flooring, add for each lift to a height of up to 0.8 m N.v. 0.12 person-hour, Rast. 0-08.1 (PR-1).
B. SCAFFOLDINGS ON METAL STANDS
Guidelines for application of standards
The standards provide for the construction of continuous scaffolding for finishing works in rooms with a height of St. 4 m. The scaffolding is arranged on metal racks inventory scaffolding with elements connected by hinged clamps and steel wire.
The scaffolding consists of several tiers; every 2 m in height, an intermediate (assembly) flooring is installed from boards with gaps. The racks are secured with ties. When the height of the scaffolding is over 6 m, in addition to the working flooring, a continuous protective flooring is installed. The scaffolding elements are lifted to their full height manually.
Scope of work
When assembling the scaffolding
1. Marking the base for laying pads (logs) and installing thrust bearings. 2. Editing racks
And connections. 3. Editing threads on hinge joint bolts. 4. Cutting steel wire for splicing connections. 5. Preparation of linings (lags) and laying them on the base. 6. Installation of thrust bearings on the pads. 7. Installation of racks 1st tier in the thrust bearings. 8. Installation (extension) of racks for subsequent tiers. 9. Marking of places for installing connections. 10. Making connections. 11. Installation of hinge clamps. 12. Arrangement of mounting panel flooring. 13. Arrangement of working flooring. 14. Installation of protective flooring (with a scaffolding height of 6 m). 15. Toe cap metal elements scaffolding for a distance of up to 100 m. 16. Carrying of wooden elements for a distance of up to 50 m.
Squad composition
4 size - 1
Table 3
Time standards and prices for meters indicated in the table
Name of works |
Meter |
||||
Installation of the 1st tier 4 m high |
1 m2 projection |
||||
scaffolding on |
|||||
base |
|||||
subsequent |
|||||
tiers high, |
|||||
Working and protective device |
1 m2 working or |
||||
protective flooring |
|||||
When dismantling the scaffolding
1. Removing fences and stepladders. 2. Dismantling the working and installation flooring. 3. Dismantling the protective flooring (with a scaffolding height of 6 m). 4. Removing hinge clamps and connections. 5. Removing the racks of the 1st and subsequent tiers and thrust bearings. 6. Carrying scaffold elements (shields, racks, pads, twists, etc.) to a distance of up to 100 m.
Squad composition
Installers for installation of steel and reinforced concrete structures:
Disassembling subsequent racks
tiers height, m, up to
Dismantling the working and protective flooring
1 m2 working or
protective flooring
§ E6-4. Stepladders
Scope of work
When installing stepladders
1. Preparing stands, marking, cutting tenons and chiseling nests. 2. Installation of racks on pads. 3. Laying the bowstrings and fastening them to the stands with staples. 4. Joining the racks. 5. Laying crossbars along strings with nailing. 6. Laying boards with nailing. 7 Nailing bars on the flooring. 8. Installation of railing posts and fastening them to the railings. 9. Installation of railings.
When disassembling stepladders
1. Removing the railing. 2. Removing the flooring. 3. Removing bowstrings, struts, attachments and stands. 4. Carrying materials and stacking them.
Squad composition |
|||||
Helper worker |
|||||
Time standards and prices for 1 m length of stepladders |
|||||
Type of stepladders |
Installation |
Disassembly |
|||
On racks and bowstrings with a blank |
|||||
all elements |
|||||
From ready-made shields |
|||||
Note. The standards provide for stepladders with a width of 1 m or more. With stepladder widths up to 1 m N.v. and Rasc. multiply by 0.75 (PR-1).
Chapter 2. ASSEMBLY AND DEVICE OF WOODEN STRUCTURES Technical part
When calculating the amount of work performed, you should:
The area of the plinth should be calculated by the area of its vertical projection, counting the height of the plinth from the level of the planned ground to the top of the drain board at its junction with the wall;
bypass; length interior walls- between the outer edges of the outer walls; the height of the walls is between the upper edge of the upper crown and the lower edge of the frame crown;
the area of all types of partitions should be calculated without deducting openings, and the height of the partitions - from the level of the finished floor to the ceiling or to the top of the partitions, if the partitions do not extend to the ceiling;
when laying beams in floors, the installation of roll-ups and insulation of floors should be calculated based on the clear area of the floor (between the main walls) without deducting the area occupied by beams and stoves.
§ E6-5. Foundations and plinths
A. FOUNDATIONS ON PILLARS (CHAIRS)
Scope of work
1. Preparation and assembly of chairs. 2. Antiseptic or firing. 3. Installation of chairs in prepared pits, alignment with cord and plumb line. 4. Filling holes and compacting soil around chairs. 5. Leveling the tops of the chairs and making spikes.
Time standards and prices for 1 chair |
Table 1 |
|||
Squad composition |
||||
Carpenters: |
On crosses with struts |
|||
On beds with struts |
||||
On double beds without struts |
||||
On linings without struts |
||||
Notes: 1. Standards table. 1 provides for the installation of chairs with a diameter of 240 mm and above; for chair diameters up to 240 mm N.v. and Rasc. multiply by 0.7 (PR-1). 2. When installing chairs without making spikes, exclude 0.26 person-hour from the standards of Table 1, Calc. 0-18.6 (with a team of carpenters of 4 grades - 1 and 2 grades - 1) (PR-2). 3. The installation of ready-made reinforced concrete chairs should be standardized according to line No. 4.
B. SOKOLI
Scope of work
1. A device for collecting from boards, slabs or plates taken into grooves. 2. Joining the elements of the pick-up end-to-end. 3. Installation of vents with plugs. 4. Covering the outer part of the base with planed boards, installing grooves and nailing down the drain board.
table 2 |
|||||
Time standards and prices per 1 m2 |
|||||
Squad composition |
Name of works |
||||
Carpenters: |
Pickup device |
from plates |
|||
(with products and |
|||||
plugs) |
from boards and slabs |
||||
Covering the base with installation of a drain |
|||||
Notes: 1. For filling the base with slag and sifting it, take 1 m 3 of slag in the case of N.v. 2.3 person-hours, Dist. 1-54 (with a team of carpenters of 3 grades - 1 and 2 grades - 1) (PR-3). 2. Processing the edges of the girder elements and cutting out the groove in chairs, racks or wooden inserts stone pillars normalize according to the norms and prices of Ch. 5.
EniR
§ E6-13. Filling openings
Scope of work
When installing blocks
1. Clearing the base of the opening.
2. Slinging the block when installing it with a crane.
3. Inserting the block into the opening or installing it in the design position along the way.
4. Verification of correct installation.
5. Jamming of the block with the wedge blank.
6. Fastening the block box to the wall with ruffs.
When installing boxes
1. Cleaning the base of the opening from hardened mortar.
2. Installation of the box, checking the correct installation by plumb and level.
3. Fastening the box to the wall with ruffs.
When installing window sill boards
1. Clearing the furrow (when installing window sills in stone walls).
2. Fitting the window sill board in place.
3. Application of antiseptic compounds and upholstery with felt.
4. Installation and level checking.
5. Fastening the window sill board.
Add when installing on wooden brackets:
6. Manufacturing and installation of wooden brackets.
Add when installing on metal brackets:
6. Marking and manually chiseling two nests in the box of the window block (places for attaching metal brackets).
7. Installation of brackets with screws to the box.
When installing mounting boards
1. Cleaning the base of the opening from hardened mortar (when installed in stone walls).
2. Fitting the boards in place.
3. Installation of mounting boards in place, covered with roofing felt and felt and leveled.
When hanging the gate manually
1. Fitting the door leaves in place.
2. Installation of forge loops and hooks with drilling holes and fastening with bolts.
3. Setting and strengthening the bolt.
4. Hanging the gate on hooks.
When hanging a gate using a truck crane
1. Marking the installation sites for hooks (eyes).
2. Slinging gate leaves.
3. Winding the gate leaves into the openings.
4. Hanging gate leaves on hooks.
5. Verifying the correct installation of the gate.
When electric welding
1. Fastening the hooks to the box using electric welding.
When placing metal squares
1. Marking and drilling holes.
2. Installation of squares on bolts.
When hanging carpentry doors
1. Cutting and fitting door panels to the opening.
2. Installation and strengthening of hinges on screws.
3. Installation of devices and hanging doors on hinges.
Squad composition
A. For the table. 1 lines N 2-7 and table. 4 lines N 3 and 4
B. For table 1, line No. 1, tables 2 and 3 (completely); table 4 lines N 1, 2 and 7-11
B. For the table. 4 lines N 5
Electric welder for manual welding, 3 sizes. - 1
G. For the table. 4 lines N 6
Carpenter 3 grades - 1
A. INSTALLATION OF OKOHHbIX AND DOOR UNITS
Table 1
Time standards and prices per 100 m² of block area (according to external measurements)
| Block area, m2, up to | With narrow single boxes (with single or double bindings) | With wide or split boxes (with two separate bindings) | |||
| N.v. Dist. |
For | N.v. Dist. |
For | ||
| driver | carpenters | driver | carpenters | ||
| 1 | — | 51 | — | 59 | 1 |
| 1,5 | 10,5 | 21 | 12,5 | 25 | 2 |
| 2 | 9 | 18 | 11 | 22 | 3 |
| 2,5 | 8 | 16 | 10 | 20 | 4 |
| 3 | 6,7 | 13,4 | 7,8 | 15,6 | 5 |
| 3,5 | 6,2 | 12,4 | 7,4 | 14,8 | 6 |
| 4 and St. | 5,7 | 11,4 | 6,7 | 13,4 | 7 |
| A | b | V | G | N | |
B. INSTALLATION OF BOXES
table 2
Time standards and prices per 100 m² of box area (according to external measurements)
| Box area, m2, up to | Window boxes | Door frames | |||
| narrow | wide or compound | narrow | wide or compound | ||
| 1 | 35 | 47 | 26 | 34 | 1 |
| 1,5 | 24,5 | 32 | 26 | 34 | 2 |
| 2 | 20,5 | 27 | 23 | 30 | 3 |
| 2,5 | 18,5 | 24 | 20 | 4 | |
| 3 | 16 | 21 | 17 | 5 | |
| 3,5 | 15,5 | 20 | 21 | 6 | |
| 4 | 13,5 | 17,5 | 14,5 | 7 | |
| 4.5 and St. | 12,5 | 16,5 | 8 | ||
| A | b | V | G | N | |
B. INSTALLATION OF WINDOW SILLS AND MOUNTING BOARDS
Table 3
| Products | Meter | N.v. | Dist. | N | |
| without brackets | 1 m of boards | 0,14 | 0-10 | 1 | |
| Window sill boards | on wooden brackets | Same | 0,21 | 0-15 | 2 |
| on metal brackets | « | 0,31 | 0-22,2 | 3 | |
| Mounting boards in openings of industrial buildings | 1 board | 0,21 | 0-15 | 4 | |
D. HINGING GATES AND CARPENTRY DOORS
Table 4
Time standards and prices for meters indicated in the table
| Products | Meter | N.v. | Dist. | N | ||
| Gates during installation | single-leaf | 1 m 2 canvases | 0,45 | 0-32,2 | 1 | |
| manually | double-leaf | Same | 0,62 | 0-44,3 | 2 | |
| Gate at | hitch | for the driver | « | 0,12 | 0-10,9 | 3 |
| installation | for carpenters | « | 0,24 | 0-17,2 | 4 | |
| crane | fastening hooks and eyes to the box using electric welding | 1 hook or eye | 0,05 | 0-03,5 | 5 | |
| placing squares | 1 square | 0,43 | 0-30,1 | 6 | ||
| Carpenter's doors | on mortise keys or in | single-leaf | 1 m 2 canvases | 0,24 | 0-17,2 | 7 |
| tip | double-leaf | Same | 0,41 | 0-29,3 | 8 | |
| on slats | single-leaf | « | 0,16 | 0-11,4 | 9 | |
| double-leaf | « | 0,29 | 0-20,7 | 10 | ||
| on swinging hinges | « | 0,65 | 0-46,5 | 11 | ||
Notes: 1. For chiseling two nests in the threshold for open door frames, take 1 box N.v. 0.13 person-hour, Ras. 0-09.3 (PR-1). 2. Standardize the fitting of bindings and door panels into the installed frames according to the table. 2 § E40-3-23 “Manufacture of wooden structures and parts”, taking into account clause 1 of the Introductory Part. 3. The standards of Table 1, line No. 1, provide for the installation of blocks manually, and lines No. 2-7 - with a crane. When installing blocks manually N.v. and Rasc. for carpenters, lines N 2-7 multiply by 1.7 (PR-2). The standards in Table 2 require manual installation of boxes. 4. Work is carried out at a height of up to 15 m from ground level, when work is carried out at a height of over 15 m for each subsequent meter of height N.v. and Rasc. increase by 0.5% (PR-3). 5. Standards table. 1 provides for the installation of structures with a tower crane or truck crane, the norms of lines No. 3 and 4 of Table 4 - only with a tower crane. When installing with a truck crane N.v. and Rasc. multiply the indicated lines by 1.1 (PR-4). 6. When installing blocks in wooden walls without cutting the ridge at the ends of the partitions N.v. and Rasc. Table 1 multiply by 1.15 (PR-5). 7. Lining the openings of log walls with ready-made parts of logs and ready-made blocks with cutting of the ridge at the ends of the walls should be standardized according to Note 2 § E6-6. 8. When installing blocks with glazed window sashes or door panels N.V. and Rasc. Table 1 multiply by 1.15 (PR-6). 9. When installing veneered blocks N.v. and Rasc. table 1 multiplied by 1.2 (PR-7). 10. For removing previously hung unglazed window sashes, transoms and door panels from their hinges with unscrewing the hinges, with them back and screwing the hinges, take 1 sash or transom N.v. 0.12 person-hour, Rast. 0-08.6 (PR-8); for 1 door leaf N.v. 0.23 person-hour, Rast. 0-16.4 (PR-9). For removable hinges, take: for 1 sash or 1 transom - N.v. 0.04 person-hour, Rast. 0-02.9 (PR-10); for 1 door leaf - N.v. 0.07 person-hour, Rated. 0-05 (PR-11). 11. Standardize the caulking of single and double boxes of dry tow according to the collection E8-1 “Finishing works”.
