Enir collection e6 carpentry and joinery in buildings and structures. ENiR Collection E6

SINGLE RATES AND PRICES FOR CONSTRUCTION, INSTALLATION AND REPAIR AND CONSTRUCTION WORKS

Collection E6

CARPENTRY AND JOINERY IN BUILDINGS AND STRUCTURES

DEVELOPED by the Central Republican Regulatory 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 Gosstroy

APPROVED for use in construction and installation, repair and construction and equivalent organizations, as well as in subdivisions (teams, sections) of industrial associations, enterprises, organizations and institutions engaged in construction and overhaul 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-Union Central Council of Trade Unions "On the improvement and organization wages and the introduction of new tariff rates and official salaries for workers in the production sectors of the national economy.

The technology for the execution of works provided for in the Collection has been agreed with the Technical Center of Rosagropromstroy.

INTRODUCTION

1. The norms of this Collection provide for the assembly, installation of wooden parts of buildings (structures) and the processing of timber.

Works on the mechanized processing of timber, the manufacture 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 of wooden structures and parts".

2. In the production of carpentry and joinery, the following requirements must be observed: thoroughness of surface treatment; conjugation density; accuracy of observance of the design dimensions and shape; selection and correct use of wood species, grades and sizes of materials in accordance with the type and responsibility of structures; performance of work to protect wooden structures from fire, decay and damage by fungal destroyers.

3. In addition to the main operations indicated in the scope of work, the norms take into account all auxiliary operations, such as the selection and marking of materials and parts, sawing, cutting and fitting parts, setting metal fasteners, drilling holes, light scaffolding on ladders, stepladders and trestles, etc. ., pointing and straightening of tools, maintenance of hand and power tools in the process of work, quality control of work, movement of materials, parts and fixtures up to 30 m of the path brought to the horizontal (except where otherwise specified).

4. Digging holes for the installation of wooden elements (chairs, poles, racks, etc.) is not provided for by the norms and is standardized according to issue 1 of the E2 collection "Mechanized and manual earthworks".

5. When disassembling non-inventory temporary and auxiliary devices, the corresponding N.v. and Rass. multiply, with the safety of timber stacked in a stack, from 96 to 100% - by 1.5 (VCh-1) and from 81 to 95% - by 1.25 (VCh-2). Coefficients to N.v. and Rass. are applied in the presence of relevant documents for the posting of suitable timber from the dismantling of temporary buildings, structures and devices.

With the safety of timber from 65 to 80% N.v. and Rass. given in the relevant paragraphs apply without modification. If the safety of timber is less than 65% - the work is considered a marriage, if the specified figure is not previously agreed in the assignment.

6. Prices for drivers are calculated at the tariff rate of 5 times. When erecting structures with cranes operated by machinists of grade 4 or 6, prices for machinists should be recalculated at tariff rates corresponding to grade 4 or 6. in accordance with ETKS works and professions of workers, issue 3, section. "Construction, installation and repair works", approved on July 17, 1985.

7. The performance of work in cramped conditions is taken into account by the standards for the relevant work and is not subject to additional payment.

8. The norms provide for the use of debarked forest.

9. The norms provide for the performance of work using softwood timber (pine, spruce, fir, etc.). When using timber of other species H.vr. and Rass. (except section "A" § E6-6) multiply by the coefficients given in the table.

Name	Coefficients for
	solid hardwood	rocks of medium hardness
	(oak, ash, hornbeam, beech, etc.)	(larches, birches, etc.)
Timber processing

Assembly and installation
wooden parts of buildings and
structures

10. When performing carpentry and joinery work, the safety requirements provided for by SNiP Sh-4-80 must be strictly observed.

Chapter 1

§ E6-1. Inventory scaffolding and flyovers

Scope of work

When installing scaffolding and flyovers

1. Layout of the scaffolding installation site and laying of linings (log). 2. Installation and assembly of elements of scaffolding and flyovers. 3. Fixing scaffolding to the wall, punching nests, installing plugs and anchors. 4. The device of a flooring from boards through 2 m on height. 5. Installation of ladders and fences. 6. Raising the elements to the required height using a block.

When dismantling scaffolding and flyovers

Dismantling of scaffolding and overpasses with descent, sorting and stacking of elements in a pile.

Table 1

The composition of the link		Item numbers

Steel assembler
and reinforced concrete structures:



Carpenter 5 category.

Fig.1. Knot for connecting elements in tubular scaffolding on hinged clamps

1 - clamp; 2 - cross member; 3 - rack

Fig.2. Node for connecting elements in boltless tubular scaffolding

1 - cross member; 2 - run; 3 - hook; 4 - branch pipe; 5 - rack

Rice. 3. Knot for connecting elements in tubular scaffolding on brackets

1 - cross member; 2 - bracket; 3 - rack; 4 - bolt

table 2

Norms of time and prices for 1 m2 of the projection of scaffolding on the wall (for columns "a" - "e"), for 1 m of scaffolding in length (for column "e") and for 1 m2 of flooring (for columns "g" and "h ")

	metal scaffolding	wooden scaffolding	Flyovers with
structures			flooring from
			plates and boards
	with connection	on frame
	tubular elements	rack and
		truss





Device

Disassembly

Notes: 1. Table. 2, the build-up of racks is taken into account when arranging wooden scaffolding (except for outlets) and flyovers. When arranging wooden scaffolding (except for outlets) and flyovers without building up racks N.vr. and Rass. multiply by 0.9 (PR-1). 2. The arrangement of scaffolding from the ledges of buildings should be normalized according to the norms 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 Rass. by 0.1 (PR-2). 4. In the table. 2 provides for comprehensive standards for the assembly, dismantling of scaffolding with the device and dismantling of the panel deck. In case of separate assembly and disassembly of metal parts of the scaffolding and shield decking, labor remuneration can be made separately, taking into account the labor intensity of each of these works given in Table 3. 5. Table norms. 2 provides for the installation and dismantling of inventory scaffolding, except for outlet scaffolding, with a flooring every 2 m. With a height between the floorings of 1.2 m, the corresponding N.vr. and Rass. multiply by 1.65 (PR-3). 6. Table norms. 2, the scaffold height is up to 16 m, counting from the base (the lower plane of the lining under the racks) to the upper deck. At a high height of forests N.vr. and Rass. tab. 2 for the installation and dismantling of scaffolding, except for outlets, to increase for each next 4 m of scaffolding height (with a distance between decks of 2 m) or every 2.4 m (with decking every 1.2 m) by 15% (PR-4), specifying the number of parcels with a height of 4 m or 2.4 m, rounded to the nearest whole number.

					Table 3
			Labor input, %
		during assembly		during disassembly
		metal	shield	metal	shield

	articulated
clamps or staples
	boltless
connections
Suspended strings

§ E6-2. Non-inventory forests

A. MANUFACTURE Scope of work

1. Marking and transverse sawing of materials. 2. Production of interfaces of all kinds

With chiselling, sawing and notching.

Table 1

Primary forests	Meter	N.T. N

Elements from logs and plates	100 m of scaffolding elements

Board elements

Flooring with railing	100 m2 flooring
	B. INSTALLATION AND DISASSEMBLY
	B. INSTALLATION AND DISASSEMBLY

Scope of work

When installing scaffolding

1. Installation of racks with laying linings on the ground or in ready-made pits, backfilling and tamping.

2. Installation of scaffolding elements (struts, scrambles, runs, fingers, etc.) and their fastening (nails, fittings, bolts, clamps, etc.). 3. Jointing racks to strengthen them with other elements. 4. Laying and strengthening the flooring. 5. Installation of fences. 6. Lifting of all elements manually or by block.

When dismantling forests

Dismantling with descent, sorting and stacking of elements in a stack.

table 2

Norms of time and prices for meters indicated in the table

Primary forests	Meter		Disassembly
		installation
Log elements and 100	m scaffolding elements

Board elements

	m2 of flooring
fence

Note. The norms provide for the height of scaffolding (from the ground to the upper flooring) of 16 m.

§ E6-3. Scaffold

A. PACKAGE, BLOCK AND HINGED-PANEL

Scope of work

When installing (rearranging) package scaffolds

1. Packet hook. 2. Install packages in place. 3. Detachment of packages.

When installing (rearranging) block scaffolds or inventory hinged panel

Installation in the first position 1. Hook block. 2. Block installation. 1. Uncoupling the block.

Installation in the second position

1. Block hook. 2. Block lifting. 3. Extending the support frames. 4. Block installation. 5. Uncoupling the block.

The composition of the link

Table 1

Norms of time and prices for meters indicated in the table

Installation (permutation)		Meter
scaffolding
			machinist	carpenters
Batch

block or
hinged panel	position
	to the second
	position

B. STAGES OF OTHER TYPES Scope of work

When assembling inventory scaffolding

1. Laying boards under the racks on the floor beams or on the flooring. 2. Installation of racks or frames. 3. Checking the tightness of the installation of racks (or frames) on the flooring with wedging in the necessary places. 4. Checking the placement and level of the uprights (or frames). 5. Laying, leveling and wedging runs. 6. Laying the flooring. 7. Sewing shields to the runs. 8. The device of protections. 9. Laying the rolling moves. 10. The device of ladders.

When dismantling inventory scaffolding

1. The release of scaffolds from rolling moves. 2. Removal of fences. 3. Removal of flooring and side boards, 4. Removal of ladders. 5. Removal of runs. 6. Cleaning racks or frames. 7. Retrieval of all parts and stacking.

When assembling non-inventory scaffolds

1. Marking the places of installation of supports. 2. Staging racks with diagonal braces

and blank. 3. Preparation and laying of runs or fingers nailed to the uprights. 4. Laying solid flooring with board preparation and nailing to girders or fingers. 5. Fencing device. 6. Installation of ladders.

When dismantling non-inventory scaffolding

1. Removal of fences. 2. Removing deck boards. 3. Removing ladders. 4. Removal of diagonal contractions. 5. Removing runs or fingers. 6. Retrieval of all parts and stacking.

When installing flooring on beams

1. Laying the flooring along the beams end to end or apart from the preparation of boards. 2. Nailing each board in three places.

When dismantling the flooring along the beams

1. Removing boards with pulling out nails. 2. Carrying boards and stacking.

The composition of the link

table 2

Norms of time and prices for 1 m 2 of scaffolding

			Scaffold
Name of works		inventory		non-inventory
Name of works		on stands with		on racks and	flooring by
		retractable	mobile	runs with	laid down
		rods or	tables,	blank
		ready	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

Perestanov	no moves

scaffolding	with moves on
within	flooring on
	retaining
	racks or

Perestanov	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 of girders and braces and rearranging the flooring, add for each lift to a height of up to 0.8 m N.v. 0.12 man-hours 0-08.1 (PR-1).

B. SCAFFOLDING ON METAL PILLARS

Guidelines for the application of standards

The norms provide for the device of continuous scaffolding for finishing works in rooms with the height of St. 4 m. Scaffolds are arranged on metal racks of inventory scaffolding with elements connected by hinged clamps and steel wire.

The scaffolding consists of several tiers; every 2 m in height, an intermediate (mounting) flooring of boards with gaps is arranged. Racks are fastened with ties. With a scaffold height of over 6 m, in addition to the working flooring, a continuous protective flooring is arranged. The scaffold elements are lifted to full height manually.

Scope of work

When assembling scaffolds

1. Marking the base for laying linings (lag) and installing thrust bearings. 2. Edit racks

and connections. 3. Editing the threads on the bolts of the swivel joints. 4. Cutting of steel wire for bond splicing. 5. Preparation of linings (lag) and laying them on the base. 6. Installation of thrust bearings on linings. 7. Installation of racks 1st tier in thrust bearings. 8. Installation (building) of racks for subsequent tiers. 9. Marking places for establishing connections. 10. Making connections. 11. Installation of swivel clamps. 12. The device of the mounting shield flooring. 13. The device of the working floor. 14. Installation of a protective flooring (with a scaffold height of 6 m). 15. Lifting of metal elements of scaffolding up to 100 m. 16. Lifting of wooden elements up to 50 m.

The composition of the link

4 bits - one

Table 3

Norms of time 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 scaffolds

1. Removal of fences and ladders. 2. Dismantling of the working and assembly flooring. 3. Dismantling of the protective deck (with a platform height of 6 m). 4. Removal of articulated collars and ties. 5. Removal of racks of the 1st and subsequent tiers and thrust bearings. 6. Relegation of scaffold elements (shields, racks, linings, twists, etc.) at a distance of up to 100 m.

The composition of the link

Installers for the installation of steel and reinforced concrete structures:

Dismantling of racks of the subsequent

tiers high, m, up to

Disassembly of working and protective decks

1 m2 working or

protective flooring

§ E6-4. ladders

Scope of work

When installing ladders

1. Preparation of racks, marking, cutting spikes and slotting nests. 2. Installation of racks on the lining. 3. Laying bowstrings and fastening them with brackets. 4. Stitching racks. 5. Laying the transverse crossbars along the bowstrings with sewing with nails. 6. Laying boards with sewing nails. 7 Nailing the bars on the flooring. 8. Installation of railing posts and fastening them to the railing. 9. Handrail device.

When disassembling ladders

1. Removing the railing. 2. Removing the flooring. 3. Removal of bowstrings, struts, nozzles and racks. 4. Retrieval of materials and stacking.

	The composition of the link


support worker
Norms of time and prices for 1 m of the length of ladders

Ladder type	Installation	Disassembly
On racks and bowstrings with a blank
all elements
From ready-made shields

Note. The standards provide for ladders with a width of 1 m and more. With a width of ladders up to 1 m N.v. and Rass. 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 basement is calculated according to the area of \u200b\u200bits vertical projection, counting the height of the basement from the mark of the planned land to the top of the drain board at its junction with the wall;

bypass; length internal walls- between the outer edges of the outer walls; the height of the walls - between the upper face of the upper crown and the lower face of the crown crown;

the area of partitions of all types is calculated without deducting openings, and the height of partitions - from the level of the finished floor to the ceiling or to the top of the partitions, if the partitions are not brought to the ceiling;

when laying beams in floors, the arrangement of rolls and insulation of floors is calculated according to the floor area in the light (between the main walls) without deducting the area occupied by beams and furnaces.

§ E6-5. Foundations and plinths

A. FOUNDATIONS ON PILLARS (CHAIRS)

Composition of the work

1. Preparation and assembly of chairs. 2. Antiseptic or firing. 3. Installation of chairs in ready-made pits, alignment with a cord and a plumb line. 4. Filling holes and compacting the soil around the chairs. 5. Alignment of the top of the chairs by level with the manufacture of spikes.

	Norms of time and prices for 1 chair	Table 1
	Norms of time and prices for 1 chair
The composition of the link
Carpenters:	On crosses with struts
	On beds with braces
	On double beds without braces
	On linings without braces

Notes: 1. Table. 1 provides for the installation of chairs with a diameter of 240 mm and more; for chair diameters up to 240 mm N.T. and Rass. multiply by 0.7 (PR-1). 2. When installing chairs without making spikes, exclude 0.26 man-hours from the norms of Table 1, Rass. 0-18.6 (with the composition of the link of carpenters 4 grades - 1 and 2 grades - 1) (PR-2). 3. The installation of finished reinforced concrete chairs should be normalized according to line No. 4.

B. SOCKOLI

Composition of the work

1. Device for picking up boards, slabs or plates taken into grooves. 2. Rallying the elements of the pickup end-to-end. 3. The device of vents with plugs. 4. Sheathing the outer part of the plinth with planed boards with surfboards and nailing of the drain board.

			table 2
	Norms of time and prices for 1 m 2
The composition of the link	Name of works
Carpenters:	Pickup device	from plates
	(with perfume and
	plugs)	from boards and slabs
	Plinth sheathing with drain setting

Notes: 1. For backfilling the basement with slag with sieving, take it for 1 m 3 of slag in the case of N.vr. 2.3 man-hours 1-54 (with the composition of the link of carpenters 3 category - 1 and 2 category - 1) (PR-3). 2. The processing of the edges of the pick-up elements and the selection of the groove in chairs, racks or wooden liners of stone pillars should be normalized according to the rates 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 of the block during installation by a crane.
3. Winding the block into the opening or installation in the course of laying in the design position.
4. Verification of correct installation.
5. Jamming of the block with the blank of wedges.
6. Fastening the block box to the wall with ruffs.

When installing boxes

1. Cleaning the base of the opening from the solidified solution.
2. Installing the box with checking the correctness of the installation by plumb and level.
3. Fastening the box to the wall with ruffs.

When installing window sills

1. Clearing the furrow (when installing window sills in stone walls).
2. Fitting the window sill in place.
3. Application of antiseptic compounds and upholstery with felt.
4. Installation and level check.
5. Fixing the window sill.

Add when installing on wooden brackets:

6. Production and installation of wooden brackets.

Add when mounting on metal brackets:

6. Manual marking and chiselling of two sockets in the window block box (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 the solidified solution (when installed in stone walls).
2. Fitting the boards in place.
3. Installing the mounting boards in place with roofing and felt lining and leveling.

When hanging the gate manually

1. Fitting the door leaves in place.
2. Installation of blacksmith loops and hooks with drilling holes and bolting.
3. Setting and strengthening the deadbolt.
4. Hanging the gate on hooks.

When hanging the gate with a truck crane

1. Marking places for installing hooks (eyes).
2. Slinging gate leaves.
3. Winding gate leaves into openings.
4. Hanging the gate leaves on hooks.
5. Checking the correct installation of the gate.

For electric welding

1. Fastening hooks to the box by electric welding.

When setting metal squares

1. Marking and drilling holes.
2. Setting the squares on the bolts.

When hanging carpentry doors

1. Cutting and fitting door panels to the opening.
2. Statement and strengthening of loops on screws.
3. Setting devices and hanging doors on hinges.

The composition of the link
A. For table. 1 lines N 2-7 and tab. 4 lines N 3 and 4

B. For table 1 row N 1, tables 2 and 3 (completely); tab. 4 lines N 1, 2 and 7-11

B. For the table. 4 lines N 5

Electric welder of manual welding 3 digits. - one
G. For the table. 4 lines N 6
Carpenter 3rd category - one

A. INSTALLATION OF OKOHHbIX AND DOOR BLOCKS

Table 1

Time limits and prices per 100 m² of block area (according to external measurement)

Block area, m 2, up to	With narrow single boxes (single or double bound)		With wide or stacked boxes (two separate bindings)
	N.T. Rass.	for	N.T. Rass.	for
	machinist	carpenters	machinist	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. BOX INSTALLATION

table 2

Time limits and prices per 100 m² of box area (according to external measurement)

Box area, m 2, 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. INSTALLING SILLS AND MOUNTING BOARDS

Table 3

Products		Meter	N.T.	Rass.	N
	without brackets	1 m boards	0,14	0-10	1
Window boards	on wooden brackets	also	0,21	0-15	2
	on metal brackets	«	0,31	0-22,2	3
Mounting boards in the openings of industrial buildings		1 board	0,21	0-15	4

D. HINGING GATES AND CARPENTRY DOORS

Table 4

Norms of time and prices for meters indicated in the table

Products			Meter	N.T.	Rass.	N
Gate during installation	single-sided		1 m 2 canvases	0,45	0-32,2	1
manually	double-sided		also	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 of hooks and eyes to the box by electric welding		1 hook or eye	0,05	0-03,5	5
	setting squares		1 square	0,43	0-30,1	6
carpentry doors	on mortise keys or in	single-sided	1 m 2 canvas	0,24	0-17,2	7
	tip	double-sided	also	0,41	0-29,3	8
	on the slats	single-sided	«	0,16	0-11,4	9
		double-sided	«	0,29	0-20,7	10
	on swinging hinges		«	0,65	0-46,5	11

Notes: 1. For chiseling of two sockets in the threshold for open door frames, take for 1 frame N.T. 0.13 man-hours 0-09.3 (PR-1). 2. The fitting of bindings and door panels into the boxes installed in place should be normalized according to Table. 2 § E40-3-23 "Production of wooden structures and parts", taking into account clause 1 of the Introductory part. 3. The norms of Table 1 of line No. 1 provide for the installation of blocks manually, and lines No. 2-7 - with a crane. When installing units manually L.T. and Rass. for carpenters lines N 2-7 multiply by 1.7 (PR-2). According to the norms of Table 2, the installation of boxes is provided manually. 4. The performance of work is provided for at a height of up to 15 m from the ground level, when performing work at a height of over 15 m for each subsequent meter of height N.vr. and Rass. increase by 0.5% (PR-3). 5. Table norms. 1 provides for the installation of structures by a tower crane or a truck crane, the norms of lines N 3 and 4 of Table 4 - only by a tower crane. When installed by a truck crane N.v. and Rass. multiply the indicated lines by 1.1 (PR-4). 6. When installing units in wooden walls without cutting the ridge at the ends of the piers N.vr. and Rass. Table 1 multiply by 1.15 (PR-5). 7. The lining of the openings of log walls with finished parts of decks and finished blocks with cutting a ridge at the ends of the walls should be normalized according to Note 2 § E6-6. 8. When installing units with glazed window sashes or door panels N.v. and Rass. Table 1 multiply by 1.15 (PR-6). 9. When installing veneered blocks N.v. and Rass. tab. 1 times 1.2 (PR-7). 10. To remove from the hinges previously hung unglazed window sashes, transoms and door panels with unscrewing the hinges, with their reverse hanging and screwing the hinges, take on 1 sash or transom N.vr. 0.12 man-hours 0-08.6 (PR-8); for 1 door leaf 0.23 man-hours 0-16.4 (PR-9). With removable hinges, accept: for 1 sash or 1 transom - N.R. 0.04 man-hour, Ras. 0-02.9 (PR-10); for 1 door leaf - N.R. 0.07 man-hours 0-05 (PR-11). 11. Caulking of single and double boxes with dry tow should be normalized according to the collection E8-1 "Finishing work".

SINGLE RATES AND PRICES FOR CONSTRUCTION, INSTALLATION AND REPAIR AND CONSTRUCTION WORKS

Collection E6
CARPENTRY AND JOINERY IN BUILDINGS AND STRUCTURES

DEVELOPED by the Central Republican Regulatory Research Station (CRNIS) of Rosagropromstroy under the methodological guidance and with the participation of the Central Bureau of Labor Standards in Construction (TsBNTS) at the All-Russian Research Institute of Labor in Construction of the Gosstroy of the USSR.

APPROVED for use in construction and installation, repair and construction and equivalent organizations, as well as in subdivisions (teams, sites) of production associations, enterprises, organizations and institutions engaged in construction and overhaul 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-Union 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 the production sectors of the national economy."

The technology for the execution of works provided for in the Collection has been agreed with the Technical Center of Rosagropromstroy.

Chapter 1

§ E6-1. Inventory scaffolding and flyovers

§ E6-2. Non-inventory forests

§ E6-3. Scaffold

§ E6-4. ladders

Chapter 2. ASSEMBLY AND DEVICE OF WOODEN STRUCTURES

§ E6-5. Foundations and plinths

§ E6-6. Walls

§ E6-7. Partitions

§ E6-8. Overlappings

§ E6-9. Roofs

§ E6-10. Laying wood fiber boards on reinforced concrete slabs coatings

§ E6-11. Hemming of cornices

§ E6-12. Arrangement of porches, platforms, stairs, 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 window openings plastic wrap

§ E6-17. Assembly and installation of built-in, attached and mezzanine cabinets

§ E6-18. Chipboard sealing of niches up to 2.7 ´ 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. Handrail Installation

§ E6-23. Assembly and installation of ventilation shafts

§ E6-24. Arrangement of frames for sheathing with plywood, dry plaster, fiberboard and chipboard

§ E6-25. Cladding surfaces of walls and ceilings

§ E6-26. Installation of screens from asbestos-cement sheets on balcony railings

§ E6-27. Preparation of asbestos-cement corrugated sheets

§ E6-28. Temporary fencing for stairs

§ E6-29. Installation of fastening racks in door and window openings of 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's and walk-through premises

§ E6-34. Sheds and sheds

§ E6-35. Guard houses, showers and toilets

CHAPTER 4

§ E6-36. Loading block containers onto vehicles for their transportation to the installation site

§ E6-37. Installation of two-story auxiliary collapsible mobile (inventory) buildings from block containers

§ E6-38. Sealing of external joints between floors and in the roof of the building from block containers with flashings

§ 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) collapsible buildings from two block containers

CHAPTER 5. PROCESSING OF TIMBER MATERIALS WITH HAND TOOLS

§ E6-42. Logging of logs and boards

§ E6-43. Cutting the ends of logs and boards

§ E6-44. Timber guard

§ E6-45. Debarking of logs and plates

§ E6-46. Cross cutting timber

§ E6-47. Hole drilling

§ E6-48. nest chiselling

§ E6-49. Production of cuts, junctions and intersections of logs and beams

§ E6-50. Rallying logs and beams

§ E6-51. Pairing plates and boards

CHAPTER 6. MISCELLANEOUS WORKS

§ E6-52. Miscellaneous works

§ E6-53. Stapling

§ E6-54. Installing bolts and clamps

INTRODUCTION

1. The norms of this Collection provide for the assembly, installation of wooden parts of buildings (structures) and the processing of timber.

Works on the mechanized processing of timber, the manufacture of parts and structural elements, with the exception of cases specified in this Collection, are standardized according to issue. 3 collections E40 "Production of wooden structures and parts".

2. When performing carpentry and joinery work, the following requirements must be observed: thoroughness of surface treatment; conjugation density; accuracy of observance of the design dimensions and shape; selection and correct use of wood species, grades and sizes of materials in accordance with the type and responsibility of structures; performance of work to protect wooden structures from fire, decay and damage by fungal destroyers.

3. In addition to the main operations indicated in the scope of work, the norms take into account all auxiliary operations, such as the selection and marking of materials and parts, sawing, cutting and fitting parts, setting metal fasteners, drilling holes, light scaffolding on ladders, ladders and trestles, and etc., pointing and straightening of tools, maintenance of hand and power tools in the process of work, quality control of work, movement of materials, parts and fixtures up to 30 m of the path brought to the horizontal (except for otherwise specified cases).

4. Digging holes for the installation of wooden elements (chairs, poles, racks, etc.) is not provided for by the norms and is 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 Rass. multiply with the safety of the timber stacked, from 96 to 100% - by 1.5 (VCh-1) and from 81 to 95% - by 1.25 (VCh-2). Coefficients to N.v. and Rass. are applied in the presence of relevant documents for the posting of suitable timber from the dismantling of temporary buildings, structures and devices.

With the safety of timber from 65 to 80% N.v. and Ras., given in the relevant paragraphs, apply without change. If the safety of timber is less than 65% - the work is considered a marriage, if the specified figure is not previously agreed in the task.

6. Prices for drivers are calculated at the tariff rate of 5 times. When erecting structures with cranes operated by machinists of grade 4 or 6, prices for machinists should be recalculated at tariff rates corresponding to grade 4 or 6. in accordance with ETKS works and occupations of workers, vol. 3, sec. "Construction, installation and repair and construction works", approved on July 17, 1985.

7. The performance of work in cramped conditions is taken into account by the standards for the relevant work and is not subject to additional payment.

8. The norms provide for the use of debarked timber.

10. When performing carpentry and joinery work, the safety requirements provided for by SNiP III-4-80 must be strictly observed.

When arranging a vestibule

1. Floor laying with boards or planks fitting. 2. Installation of side shields with fastening. 3. The device of the roof of the vestibule from shields with fastening with nails. 4. Fitting and hanging front door vestibule.

When arranging terraces and verandas

1. Finishing and sharpening of racks and open parts of harnesses. 2. Guarding boards and bars. 3. Preparation of elements with finishing. 4. Preparation of interfaces. 5. Figured filing. 6. Checking the correct installation of chairs. 7. The connection of 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 nailed at each intersection with the beams and fitting them at the junctions with the uprights. 10. Installation of finished clean racks. 11. Laying the top trim on the racks with nailing. 12. Laying ceiling beams. 13. Installation rafter legs with fitting at the junction to the upper trim, with the strengthening of the other end to the wall of the house. 14. The device of a clean cornice with the installation of fillies, nailing and joining boards in the corners, with sheathing of the binding along the fillies. 15. Ceiling lining on beams.16. Sheathing of rafters with boards with nailing. 17. Sheathing the plinth with clean boards. 18. Assembly and installation of fences from prefabricated elements with reinforcement. 19. Installation and strengthening of single deaf window sashes, fitting and hanging light door panels (when arranging verandas).

Table 1

table 2

Constructions		Meter
Porch-platforms	on a ready basis	1 porch
	with base device
		1 step
Two pedestals with planking		1 porch
Single-pitched canopies with wooden
brackets and a continuous crate under
	clean with platforms and
	clean with platforms and
	planed filing

stairs	attic without filing
	same with lining
Entrance tambours	planed boards	1 m2 floor
Entrance tambours		1 m2 floor
	from three sides with
	adjoining the house of one
	side
	on three sides, ready
	roof shared with the house
Terraces open	on both sides (with
	adjoining the house two

parties)
on the one hand with
adjoining the house with three
parties
adjoining the house
one side
Verandas closed under the finished common with the house
roof (adjacent to
home on one side)
adjoining the house
two sides
adjoining the house
three parties

Notes: 1. The norms of lines N 1 and 2 provide for the installation of porches with an area of up to 2.5 m2. With a larger porch area, for every 1 m2, add H.vr. 1.4 man-hours 1-04 (PR-1). 2. When constructing verandas, the procurement of parts and the assembly of single blind bindings and light door panels is not provided for and is paid additionally.

§ E6-13. Filling openings

Scope of work

When installing blocks

1. Clearing the base of the opening. 2. Slinging of the block during installation by a crane. 3. Winding the block into the opening or installation in the course of laying in the design position. 4. Verification of correct installation. 5. Jamming of the block with the blank of wedges. 6. Fastening the block box to the wall with ruffs.

When installing boxes

1. Cleaning the base of the opening from the solidified solution. 2. Installing the box with checking the correctness of the installation by plumb and level. 3. Fastening the box to the wall with ruffs.

When installing window sills

1. Clearing the furrow (when installing window sills in stone walls). 2. Fitting the window sill in place. 3. Application of antiseptic compounds and upholstery with felt. 4. Installation and level check. 5. Fixing the window sill.

Add when installing on wooden brackets:

6. Production and installation of wooden brackets.

Add when mounting on metal brackets:

6. Manual marking and chiselling of two sockets in the window block box (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 the solidified solution (when installed in stone walls). 2. Fitting the boards in place. 3. Installing the mounting boards in place with roofing and felt lining and leveling.

When hanging the gate manually

1. Fitting the door leaves in place. 2. Installation of blacksmith loops and hooks with drilling holes and bolting. 3. Setting and strengthening the deadbolt. 4. Hanging the gate on hooks.

When hanging the gate with a truck crane

1. Marking places for installing hooks (eyes). 2. Slinging gate leaves. 3. Winding gate leaves into openings. 4. Hanging the gate leaves on hooks. 5. Checking the correct installation of the gate.

For electric welding

1. Fastening hooks to the box by electric welding.

When setting metal squares

1. Marking and drilling holes. 2. Setting the squares on the bolts.

When hanging carpentry doors

1. Cutting and fitting door panels to the opening. 2. Statement and strengthening of loops on screws. 3. Setting devices and hanging doors on hinges.

The composition of the link

A. For table. 1 lines N 2-7 and tab. 4 lines N 3 and 4

B. For table 1 row N 1, tables 2 and 3 (completely); tab. 4 lines N 1, 2 and 7-11

Carpenter 4 bit. - one

" 2 " - 1

V. For table. 4 lines N 5

Electric welder of manual welding 3 digits. - one

G. For the table. 4 lines N 6

Carpenter 3rd category - one

A. INSTALLATION OF OKOHHbIX AND DOOR BLOCKS

Table 1

Norms of time and prices for 100 m2 of block area (according to external measurement)

block area,	With narrow single		With wide or compound
m2, up to	boxes (with single or		boxes (with two
	twin bindings)		separate bindings)
	N.T.

	machinist	carpenters	machinist	carpenters

B. BOX INSTALLATION

table 2

Norms of time and prices for 100 m 2 of the box area (according to external measurement)

	Window boxes		Door frames
boxes, m2, up to
		wide or		wide or
		composite		composite

B. INSTALLING SILLS AND MOUNTING BOARDS
		Table 3
Norms of time and prices for meters indicated in the table
	Meter
without brackets
Window boards on wooden brackets
on metal brackets
Mounting boards in the openings of industrial buildings

D. HINGING GATES AND CARPENTRY DOORS

Table 4

Norms of time and prices for meters indicated in the table

			Meter
gate at	single-sided		1 m2 of canvases
installation
	double-sided
gate at		for the driver
installation		for carpenters
	fastening of hooks and eyelets to		1 hook or
	electric welding box		eye
	setting corners		1 square
carpentry	on mortise	single-sided	1 m2 canvas
	dowels or in
	tip	double-sided
	on the slats	single-sided
		double-sided
	on swinging hinges

Notes: 1. For chiseling of two sockets in the threshold for open door frames, take for 1 frame N.T. 0.13 man-hours 0-09.3 (PR-1). 2. The fitting of bindings and door panels into the boxes installed in place should be normalized according to Table. 2 § E40-3-23 "Production of wooden structures and parts", taking into account clause 1 of the Introductory part. 3. The norms of Table 1 of line No. 1 provide for the installation of blocks manually, and lines No. 2-7 - with a crane. When installing units manually L.T. and Rass. for carpenters lines N 2-7 multiply by 1.7 (PR-2). According to the norms of Table 2, the installation of boxes is provided manually. 4. The performance of work is provided for at a height of up to 15 m from the ground level, when performing work at a height of over 15 m for each subsequent meter of height N.vr. and Rass. increase by 0.5% (PR-3). 5. Table norms. 1 provides for the installation of structures by a tower crane or a truck crane, the norms of lines N 3 and 4 of Table 4 - only by a tower crane. When installed by a truck crane N.v. and Rass. multiply the indicated lines by 1.1 (PR-4). 6. When installing blocks into wooden walls without cutting the ridge at the ends of the piers, N.v. and Rass. Table 1 multiply by 1.15 (PR-5). 7. The lining of the openings of log walls with finished parts of decks and finished blocks with cutting a ridge at the ends of the walls should be normalized according to Note 2 § E6-6. 8. When installing units with glazed window sashes or door panels N.v. and Rass. Table 1 multiply by 1.15 (PR-6). 9. When installing veneered blocks N.v. and Rass. tab. 1 times 1.2 (PR-7). 10. To remove from the hinges previously hung unglazed window sashes, transoms and door panels with unscrewing the hinges, with their reverse hanging and screwing the hinges, take on 1 sash or transom N.vr. 0.12 man-hours 0-08.6 (PR-8); for 1 door leaf 0.23 man-hour, Rec. 0-16.4 (PR-9). With removable hinges, accept: for 1 sash or 1 transom - N.R. 0.04 man-hour, Ras. 0-02.9 (PR-10); for 1 door leaf - N.R. 0.07 man-hours 0-05 (PR-11). 11. Caulking of single and double boxes with dry tow should be normalized according to the collection E8-1 "Finishing work".

§ E6-14. Attachment of opening filling elements

Composition of the work

1. Marking of attachment points. 2. Removing the elements of filling the openings (door leaf, window sash, transom or vent) from the hinges. 3. Removal of larvae, valves, cards, hinges and window wrappers (if necessary). 4. Attachment of elements and fitting in place. 5. Installation of larvae, valves, cards, hinges and window wrappers in place, partial deepening of nests (if necessary). 6. Attachment of opening filling elements.

Construction joiner - 5 cuts.
Norms of time and prices for meters indicated in the table
		Meter
Window blocks with paired
bindings with opening area, m2, up to


Balcony door units with paired leafs
Window twin transoms and vents		1 transom
with area, m2, up to		or window leaf


Window sashes on removable and detachable		1 leaf
loops with separate bindings
area, m2, up to

The same, on hinged hinges (with
screwing and unscrewing)
with the area of the transom sash or
vents, m2, up to
Door blocks with opening area, m2, up to





Doors of built-in and mezzanine cabinets		1 canvas
area, m2, up to

Notes: 1. The production necessity of performing work on attaching elements for filling openings and applying the relevant time standards and prices § E614 must be confirmed by an act approved by the head of the construction and installation (repair and construction) organization. 2. The norms of lines N 1-16 provide for the attachment of glazed elements to fill openings. When attaching non-glazed elements N.v. and Rass. multiply the indicated lines by 0.85 (PR-1).

§ E6-15. Installation of sealing cord

Time limits and prices for 1 m of sealing cord

§ E6-16. Temporary filling of window openings with polyethylene film

Composition of the work

1. Frame arrangement with marking and sawing of bars. 2. Cutting with plastic film and sheathing the frame. 3. Installing the frame in the opening and fastening it with nails.

Norms of time and price per 1 m of the perimeter of the opening

§ E6-17. Assembly and installation of built-in, attached and mezzanine cabinets

Guidelines for the application of standards

This paragraph provides for elemental norms for work on the installation of built-in, attached and mezzanine cabinets.

The norm of time for the installation of a cabinet of a particular design is determined as the sum of the corresponding elemental norms of time for execution necessary work when installing this cabinet.

Norms of time and prices for meters indicated in the table

Name and scope of work		The composition of the link	Meter
		carpenters
		construction
Installation, alignment and strengthening
frames
Installation and fastening of bars,			1 m bars in
supporting shelves,
installation of support framework
Installation	dowels
metal

holders of the regiment
when fastening	screws
Laying shelves with fasteners
Installation and strengthening of rods
for clothes
Retractable installation th boxes
Installation	built-in and		1 box
door frame	attached

	mezzanine
Hinge doors	built-in and		1 canvas
	attached
mount
hinges with screws	mezzanine
Installation	built-in and
door blocks	attached
	mezzanine
	mezzanine
Installation of prefabricated switchboards

Sewing additional and basement			1 m bar

Note. When hanging door panels veneered with precious woods, N.vr. and Rass. lines N 10 and 11 multiply by 1.25 (PR-1).

§ E6-18. Sealing of niches up to 2.7x0.6 m with chipboards

Composition of the work

1. Installation and strengthening of bars to the walls of niches. 2. Sewing niches with chipboards. 3. Cutting holes for the passage of pipelines.

Norm of time and price for 1 niche

Note. For drilling in the walls of nests, the manufacture and installation of plugs, N.v. is added to each plug. 0.21 man-hours 0-15 (PR-1).

§ E6-19. Installation of radiator guards

A. GRID FENCES

B. Particle Board Enclosures

table 2

Norm of time and price for 1 m 2 of fencing

Note. Drilling holes in particle boards and punching (drilling) in the walls of cork nests are not taken into account by the norms of § E6-19 and are additionally standardized.

§ E6-20. Installing Fire Hose Cabinets

v concrete and brick walls

Composition of the work

1. Drilling sockets with an electric drill for installing plugs. 2. Driving wooden plugs. 3. Installing the cabinets in place and fastening with screws.

§ E6-21. Installation of refrigerated cabinets in wall niches

Composition of the work

1. Clearing a niche. 2. Installation and fixing of the cabinet. 3. Windowing gaps between the walls of the cabinet and the niche.

Norm of time and price for 1 cabinet

§ E6-22. Handrail Installation

A. WOODEN HANDRAILS ON STAIRS

a) with the preparation of handrail elements

					Table 1

	When installing the straight part of the handrail				During manufacture and
The composition of the link	round and		curly		staging
	rectangular		(symmetrical and		roundings of all
	sections (smooth)		asymmetric)


construction:



Norms of time and prices for meters indicated in the table

Name and scope of work		Meter		Handrail profile
				round and	figured
				rectangular	(symmetrical and
				(smooth)	asymmetrical)
Marking and cutting straight lines
parts of the handrail, installation in place,
screwing, cleaning and
grinding
Manufacturing	from march to march	1 rounding
roundings

installation on
seat, fit,	from march to
bonding and	site or
fastening	terminal
screws,
sweep and	right angle to
grinding	site
roundings
Connecting bar blank		1 rounding
turning the handrail without rounding.

Sawing the ends of the straight parts of the handrail, fitting the mates and fastening the bar with screws, clean processing of the turn with cleaning with a rasp, adjusting the chamfers and grinding interface enii

Note. The norms of this table provide for handrails and roundings made of hardwood. For handrails and roundings made of softwood N.T. and Rass. multiply by 0.7 (PR-1).

b) finished standard handrails
Construction carpenter 3 size
			Table 3


Scope of work
1. Installation of handrails with straightening (if necessary)
the top base of the fence. 2. Attaching handrails

B. WOODEN RAILING ON BALCONY RAILINGS

Composition of the work

1. Marking the places of mates with sawing "on the mustache". 2. Installing the handrails in place with fixing them with screws. 3. Cleaning of interfaces.

Table 4

Norm of time and price for 1 m of handrail

B. PVC RAILING

Composition of the work

1. Water heating and handrail heating in hot water. 2. Cleaning and straightening of the bails. 3. Installation of handrails. 4. Trimming the ends of the handrails.

		Table 5
Norms of time and prices for 1 m of handrail
Name of works
	construction
Installation of the straight part of the handrail with
bending the ends
Handrail installation with simultaneous
rounding from march to march

B. DEVICE OF ROOFS FROM PREfabricated truss shields and trusses

Composition of the work

1. Cutting the roofing into tapes and laying the tapes under the Mauerlats and linings. 2. Laying mauerlats. 3. Laying corner runs. 4. Laying of supporting elements. 5. Production and laying of linings. 6. Installation of support trusses. 7. Installation of the lower rafter shields. 8. Strengthening of supporting trusses, lower rafter shields and rafters with wire twists with ruffs driven into the masonry. 9. Installation of upper trusses. 10. Installation of crate shields. 11. Installation of fillies. 12. Lathing of cornice overhangs in the corners. 13. Removal of diagonal liners. 14. Setting screeds. 15. Manufacture and installation of struts. 16. Manufacture and installation of racks for diagonal rafter legs. 17. Making and staging of sprigs. 18. Sheathing of rafters with bars. 19. Installation of the ridge board. 20. Arrangement of dormer windows with cutting openings in the crate. 21. The device of cuts near pipes.

Table 3

Time limits and prices for 100 m 2 roof slope

The composition of the link carpenters	N.T.	Rass.
4 bits-2		20-86
3 "-2

B. INSTALLATION OF TRUSSES AND DEVICE OF COVERINGS BY TRUSSES

Scope of work

1. Slinging structures. 2. Lifting of structures with a tower crane and installation in the design position. 3. Temporary fastening. 4. Slinging and final fastening.

Table 4

The composition of the link	For trusses span, m
	up to 15 and composite beams	St.15
Crane operator
(crane operator) 5 bit.	1	1
Carpenter 6"	-	1
"5 "	1	-
"4 "	2	2
"3 "	3	3

Table 5

Time limits and prices for 1 truss or beam

Constructions		N.T. Rass.	for
		machinist	carpenters
Farm 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. twenty	1,4 1-27	8,4 6-64
Composite beams		0,56 0-51	3,36 2-57

D. INSTALLATION OF RUNNERS, DEVICE OF DECKINGS AND FRAMES OF LIGHTS

Scope of work

When laying runs

1. Manufacture and fitting of joint mates in beams or composite runs from boards. 2. Making joists with trusses. 3. Drilling holes for bolts. 4. Laying runs on trusses with the setting of fasteners.

When installing flooring on runs

1. Acceptance of packages with materials. 2. Layout of boards or battens along the girders with cutting at the joints and overhangs. 3. Nailing. 4. Trimming the ends of boards or slats protruding beyond the edges of the slopes.

When arranging lamp frames

1. Marking and manufacturing of elements according to templates with the manufacture of all interfaces. 2. Marking and drilling of bolt holes. 3. Assembling the frame with fitting mates to each other and to the supports. 4. Hanging, reconciliation and jointing of the installed frame. 5. Bolting and nailing.

Table 6

Constructions			The composition of the link	Meter	N.T.	Rass.
Runs	from bars or two boards		Carpenters:	100 m		21-74
			5 bits - 1	runs
			3 "- 1
	of three boards		Too	Too		34-62
Flooring	worker		Carpenters:	100 m2	15,5	11-55
			4 bits - 1	flooring
			3 "- 1
	protective	flat	Too	Too	18,5	13-78
		curvilinear				17-14
Frameworks	from bars		Carpenters:	100 m	39,5	31-80
lanterns			5 bits - 1	bars in
			3 "- 1	deed
	from boards		Too	100 m boards in action	18,5	14-89

Notes: 1. New. and Rass. tab. 5 multiply when installing structures: with the help of manual winches by 2.5 (PR-3); with the help of electric winches at 1.7 (PR-4); with the help of pneumatic wheel cranes and automobile cranes for 1.1 (PR-5). 2. When installing three-hinged arches N.v. and Rass. lines N 1-3 tab. 5 times 2.25 (PR-6). This coefficient takes into account the installation of suspensions, puffs, hinges and the movement of scaffolding. 3. Installation, movement and cleaning of masts, as well as movement of structures on rollers according to the norms of Table. 5 and 6 are not taken into account and are normalized according to the collection E25 "Rigging".

§ E6-10. Laying fibreboard

on reinforced concrete slabs

Composition of the work

1. Cleaning of floor slabs. 2. Applying a layer of finished mastic. 3. Sticking of fibreboards with cutting boards if necessary. 4. Filling the seams.

Norms of time and prices for 1 m 2 of coverage

The composition of the link	Laying fibreboard
	in two layers	in four layers
Insulator on thermal insulation:
4 bits - 1	0,16	0,3
3 "- 2	0-11,3	0-21,2
2 "- 1

§ E6-11. Hemming of cornices

Composition of the work

1. Sewing on finished fillies. 2. Hemming with planed boards. 3. Nailing of finished fillets.

Norm of time and price per 100 m2 boards for filing cornices

§ E6-12. Arrangement of porches, platforms, stairs, terraces, verandas and vestibules

Scope of work

When installing the porch on the finished base

1. Assembly of the porch from finished parts. 2. Installing 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 filling and tamping. 3. Laying nozzles with leveling. 4. Platform flooring and side cladding.

When arranging steps, pedestals and canopies of porches, terraces and verandas

1. Production of bowstrings, pedestals. 2. Assembly of stairs from finished parts. 3. Installation of pedestals with boarding. 4. Manufacture and assembly of a single-pitched canopy with wooden brackets and a solid crate under the roof.

When arranging stairs with platforms

1. Installation of beams, racks and struts of platforms. 2. Cutting into beams of bars to support the floor. 3. Production of cuttings in the floor and platform beams of connections with marches. 4. Installation of marches. 5. Reconciliation of the position of the marches. 6. Hemming of stairs and platforms. 7. Installation of railings.

When arranging a vestibule

When arranging terraces and verandas

1. Finishing and sharpening of racks and open parts of harnesses. 2. Guarding boards and bars. 3. Preparation of elements with finishing. 4. Preparation of interfaces. 5. Figured filing. 6. Checking the correct installation of chairs. 7. The connection of 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 nailed at each intersection with the beams and fitting them at the junctions with the uprights. 10. Installation of finished clean racks. 11. Laying the top trim on the racks with nailing. 12. Laying ceiling beams. 13. Installation of rafter legs with fitting at the junction to the upper harness, with the strengthening of the other end to the wall of the house. 14. The device of a clean cornice with the installation of fillies, nailing and joining boards in the corners, with sheathing of the binding along the fillies. 15. Ceiling lining on beams.16. Sheathing of rafters with boards with nailing. 17. Sheathing the plinth with clean boards. 18. Assembly and installation of fences from prefabricated elements with reinforcement. 19. Installation and strengthening of single deaf window sashes, fitting and hanging light door panels (when arranging verandas).

Table 1

The composition of the link	Constructions
	clean stairs	others
Carpenter 5 category.
"4 "
"3 "

table 2

Norms of time and prices for meters indicated in the table

Constructions		Meter	N.T.	Rass.
Porch-platforms	on a ready basis	1 porch	3,7	2-76
	with base device	too	5,6	4-17
steps		1 step	2,6	1-94
Two pedestals with planking		1 porch	1,8	1-34
Shed canopies with wooden brackets and a solid roof sheathing		too	8,2	6-11
	clean with platforms and filing with planed boards	1 m march	1,8	1-45
stairs	attic without filing	too	0,85	0-63,3
	the same, with filing with planed boards		1,1	0-82
Entrance tambours		1m 2 gender	1,7	1-27
	on three sides adjoining the house on one side	too		3-73
	on three sides, under a finished common roof with the house		4,6	3-43
Terraces open	from two sides (with adjoining the house on two sides)		4,2	3-13
	on one side adjoining the house on three sides		3,8	2-83
	adjoining the house on one side		5,9	4-40
Verandas closed	under a finished roof common with the house (with one side adjoining the house)		5,3	3-95
	adjoining the house on two sides		4,7	3-50
	adjoining the house on three sides			2-98

Notes: 1. The norms of lines N 1 and 2 provide for the construction of porches with an area of up to 2.5 m 2 . With a larger porch area for every 1 m 2 add N.T. 1.4 man-hours, Rass. 1-04(PR-1). 2. When constructing verandas, the procurement of parts and the assembly of single blind bindings and light door panels is not provided for and is paid additionally.

§ E6-13. Filling openings

Scope of work

When installing blocks

1. Clearing the base of the opening. 2. Slinging of the block during installation by a crane. 3. Winding the block into the opening or installation in the course of laying in the design position. 4. Verification of correct installation. 5. Jamming of the block with the blank of wedges. 6. Fastening the block box to the wall with ruffs.

When installing boxes

1. Cleaning the base of the opening from the solidified solution. 2. Installing the box with checking the correctness of the installation by plumb and level. 3. Fastening the box to the wall with ruffs.

When installing window sills

1. Clearing the furrow (when installing window sills in stone walls). 2. Fitting the window sill in place. 3. Application of antiseptic compounds and upholstery with felt. 4. Installation and level check. 5. Fixing the window sill.

Add when installing on wooden brackets:

6. Production and installation of wooden brackets.

Add when mounting on metal brackets:

6. Manual marking and chiselling of two sockets in the window block box (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 the solidified solution (when installed in stone walls). 2. Fitting the boards in place. 3. Installing the mounting boards in place with roofing and felt lining and leveling.

When hanging the gate manually

1. Fitting the door leaves in place. 2. Installation of blacksmith loops and hooks with drilling holes and bolting. 3. Setting and strengthening the deadbolt. 4. Hanging the gate on hooks.

When hanging the gate with a truck crane

1. Marking places for installing hooks (eyes). 2. Slinging gate leaves. 3. Winding gate leaves into openings. 4. Hanging the gate leaves on hooks. 5. Checking the correct installation of the gate.

For electric welding

1. Fastening hooks to the box by electric welding.

When setting metal squares

1. Marking and drilling holes. 2. Setting the squares on the bolts.

When hanging carpentry doors

1. Cutting and fitting door panels to the opening. 2. Statement and strengthening of loops on screws. 3. Setting devices and hanging doors on hinges.

The composition of the link

A. For table. 1 lines N 2-7 and tab. 4 lines N 3 and 4

B. For table 1 row N 1, tables 2 and 3 (completely); tab. 4 lines N 1, 2 and 7-11

B. For the table. 4 lines N 5

Electric welder of manual welding 3 digits. - one

G. For the table. 4 lines N 6

Carpenter 3rd category - one

A. INSTALLATION OF OKOHHbIX AND DOOR BLOCKS

Table 1

Norms of time and prices for 100 m 2 block area (according to external measurement)

Block area, m 2 , before	With narrow single boxes (single or double bound)		With wide or stacked boxes (two separate bindings)
	N.vr . Rass.	for	N.T. Rass.	for
	machinist	carpenters	machinist	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. BOX INSTALLATION

table 2

Norms of time and prices for 100 m2 of box area (according to external measurement)

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 SILLS AND MOUNTING BOARDS

Table 3

Norms of time and prices for meters indicated in the table

Products		Meter	N.T.	Rass.	N
	without brackets	1 m boards	0,14	0-10	1
Window boards	on wooden brackets	too	0,21	0-15	2
	on metal brackets	"	0,31	0-22,2	3
Mounting boards in the openings of industrial buildings		1 board	0,21	0-15	4

G. GATE HINGE AND CARPENT DOORS

Table 4

Norms of time and prices for meters indicated in the table

Products			Meter	N.T.	Rass.	N
Gate during installation	single-sided		1m 2 paintings	0,45	0-32,2	1
manually	double-sided		too	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 of hooks and eyes to the box by electric welding		1 hook or eye	0,05	0-03,5	5
	setting squares		1 square	0,43	0-30,1	6
carpentry doors	on mortise keys or in	single-sided	1m 2 canvases	0,24	0-17,2	7
	tip	double-sided	too	0,41	0-29,3	8
	on the slats	single-sided	"	0,16	0-11,4	9
		double-sided	"	0,29	0-20,7	10
	on swinging hinges		"	0,65	0-46,5	11

Notes: 1. For chiseling of two sockets in the threshold for open door frames, take for 1 frame N.T. 0.13 person-hour, Rass. 0-09.3(PR-1). 2. The fitting of bindings and door panels into the boxes installed in place should be normalized according to Table. 2 § E40-3-23 "Production of wooden structures and parts", taking into account clause 1 of the Introductory part. 3. The norms of Table 1 of line No. 1 provide for the installation of blocks manually, and lines No. 2-7 - with a crane. When installing units manually L.T. and Rass. for carpenters lines N 2-7 multiply by 1.7 (PR-2). According to the norms of Table 2, the installation of boxes is provided manually. 4. The performance of work is provided for at a height of up to 15 m from the ground level, when performing work at a height of over 15 m for each subsequent meter of height N.vr. and Rass. increase by 0.5% (PR-3). 5. Table norms. 1 provides for the installation of structures by a tower crane or a truck crane, the norms of lines N 3 and 4 of Table 4 - only by a tower crane. When installed by a truck crane N.v. and Rass. multiply the indicated lines by 1.1 (PR-4). 6. When installing blocks into wooden walls without cutting the ridge at the ends of the piers, N.v. and Rass. Table 1 multiply by 1.15 (PR-5). 7. The lining of the openings of log walls with finished parts of decks and finished blocks with cutting a ridge at the ends of the walls should be normalized according to Note 2 § E6-6. 8. When installing units with glazed window sashes or door panels N.v. and Rass. Table 1 multiply by 1.15 (PR-6). 9. When installing veneered blocks N.v. and Rass. tab. 1 times 1.2 (PR-7). 10. To remove from the hinges previously hung unglazed window sashes, transoms and door panels with unscrewing the hinges, with their reverse hanging and screwing the hinges, take on 1 sash or transom N.vr. 0.12 person-hour, Rass. 0-08.6(PR-8); for 1 door leaf 0.23 person-hour, Rass. 0-16.4(PR-9). With removable hinges, accept: for 1 sash or 1 transom - N.R. 0.04 person-hour, Rass. 0-02.9(PR-10); for 1 door leaf - N.R. 0.07 person-hour, Rass. 0-05(PR-11). 11. Caulking of single and double boxes with dry tow should be normalized according to the collection E8-1 "Finishing work".

§ E6-14. Attachment of elements filling openings

Composition of the work

Construction joiner - 5 cuts.

Norms of time and prices for meters indicated in the table

Products		Meter	N.T.	Rass.	N
Window blocks with paired	1,5	1 block	0,33	0-30	1
bindings with opening area, m 2 , before	2,1	too	0,47	0-42,8	2
	2,5	"	0,59	0-53,7	3
	3,2	"	0,73	0-66,4	4
Balcony door units with paired leafs		"	0,34	0-30,9	5
Window twin transoms and vents with an area, m 2 , before	0,2	1 transom or window	0,18	0-16,4	6
	0,3	too	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	too	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 hinged hinges (with	1	"	0,25	0-22,8	13
screwing and unscrewing)	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	too	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 of built-in and mezzanine cabinets	0,3	1 canvas	0,13	0-11,8	23
area, m 2 , before	0,5	too	0,14

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