This file is exported by ArchiTECH.PC
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	0x0 > 0x7c >  3
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	0x0 > 0x7c >  2
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	0x1 > 0x3b > 65535
	0x0 > 0x7c >  8
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dim:L;Length;m;meter
+unit:ch;chain;0.049700
+unit:cm;centimeter;100.000000
+unit:dm;decimeter;10.000000
+unit:fath;fathom;0.546800
+unit:ft;foot;3.281000
+unit:in;inch;39.369999
+unit:mm;millimeter;1000.000000
+unit:rod;rod,pole or perch;0.198850
+unit:yd;yard;1.094000
dim:P;Piece;Pc;Piece
+unit:rol;rol;1.000000
+unit:roll;wall paper (20m);1.000000
+unit:P;P;1.000000
dim:S;Surface;m²;square meter
+unit:acre;acre;0.000247
+unit:cm²;square centimeter;10000.000000
+unit:dm²;square decimeter;100.000000
+unit:ft²;square foot;10.800000
+unit:in²;square inch;1550.000000
+unit:yd²;square yard;1.196000
dim:V;Volume;m³;cubic meter
+unit:bush;bushel;27.511999
+unit:cm³;cubic centimeter;1000000.000000
+unit:dm³;cubic decimeter;1000.000000
+unit:ft³;cubic foot;35.320000
+unit:g;UK gallon;220.000000
+unit:gill;gill;7042.000000
+unit:in³;cubic inch;61013.000000
+unit:l;liter;1000.000000
+unit:peck;peck;109.900002
+unit:pint;pint;1760.000000
+unit:qua;quart;880.299988
+unit:quar;quarter;3.438920
+unit:rt;register ton;0.353200
+unit:yd³;cubic yard;1.307900
dim:W;Weight;kg;kilogramm
+unit:cwt;long hundredweight (GB);0.019700
+unit:dkg;dekagramm;100.000000
+unit:dram;dram;564.299988
+unit:g;gramm;1000.000000
+unit:lb;pound;2.204600
+unit:oz;ounce;35.272999
+unit:qu;quarter;0.078700
+unit:st;stone;0.157200
+unit:swt;short hundredweight (US);0.022050
market:EQ
market:FP
subprice:Tax*
subprice:labor cost*

001|Earthworks|Pc|P|0,00|P|EQ|1,00|Price|0,00|labor cost*|1,20|;|||
001.001|Mechanical Digging|Pc|P|0,00|P|EQ|1,00|Price|0,00|labor cost*|1,20|;Before starting any work, the building contractor will make all necessary inquiries relative to the construction, of piping or electric cables which may be at the place of digging or in a position that they may be damaged by digging. He will take all necessary precautions and will be held the only responsible when there would any damage by this. He will take all necessary precautions to preserve all trees and plants of which the felling was not foreseen. if felling is indispensable, this has to be done in presence and with the agreement of the architect. |- The removal of all remains of dead trees or plants, including roots and of all remains of previous constructions in the digging area. All remains will be removed from the site.
- The removal of all rocks which volume is less than 2m³. In the case that the volume is superior, a measuring will take place in presence of the architect and a special price of maximum 5 times the normal price can be attributed.
- Filling up all holes that are made by the removal of elements not belonging on the site.
- Supporting all constructions if this would be necessary by the construction. The attention of the contractor is drawn to the importance of supporting the walls and buildings of neighbouring constructions.
In case of water during digging, the contractor will take all necessary precautions for the drying of the site.
The bottom of excavation shall be inspected and approved by the architect or engineer before concrete is placed.||
001.001.001|Mechanical Digging on site|m³|V|429,40|V|EQ|1,00|Price|190,00|Tax*|0,06|labor cost*|1,20|;General digging for the foundations of the building, access slope to garage, external digging as indicated on plan, water tank, oil tank.|- The removal and stocking of all soil for the complete foundation.
- All digging necessary for the construction of the building, at the required thickness. For foundations, digging needs to be done until good soil is reached, and this at least at a depth of 80 cm below ground level after levelling.
- Stocking the soil of the digging in view of replacing (part of) it after constructing.
 |m³, measured with an average width of 50 cm|
001.001.002|Trench for connections|m³|V|1808,00|V|EQ|1,00|Price|800,00|Tax*|0,06|labor cost*|1,20|;Trench to make all necessary connections between the building and the public system (drains, water, electricity, distribution, telephone)|- The digging of one or more trenches in the dimensions relative to the building site and the prescriptions of the distributors.
- Providing and placing casing in view of the future connections.
- Filling up with 10 cm of yellow sand after the placing. Cover up to the original level with the soil coming from the digging.
The contractor also organises all connections with the different distributors. All expenses of this are for the owner to pay.|m³, strict measured quantities necessary to the realisation of the building.|
001.001.003|Removal of topsoil|m²|S|158,20|S|FP|1,00|Price|70,00|Tax*|0,06|labor cost*|1,20|;|- The removal and stocking of the top layer of land, this will be stocked at a place in agreement with the architect.|m²|
001.001.004|Putting back excavated material after construction|P|P|45200,00|P|FP|1,00|Price|20000,00|Tax*|0,06|labor cost*|1,20|;- adding the soil coming from the previous digging against the new construction so that it levels with the original land. |- Filling up in squares of 30 by 30, compacting and levelling the soil. The finished level of the terrain must be at least 80 cm above the foundations.
- The top layer will be in good earth and will be levelled.
All work of this kind may not done during rain, snow or temperatures below 0.
In the case that there would not be enough good soil, the transport of this will be arranged with the agreement of the architect.
Surplus excavated material shall be deposited, spread and levelled on site where directed or otherwise removed from site.|Fixed price for the complete work.|
001.001.005|Filling on access slopes|m²|S|497,20|S|EQ|1,00|Price|220,00|Tax*|0,06|labor cost*|1,20|;Filling up the access slope for cars with gravel, from the road to the garage and destined to receive a finishing of any type.
|- The placing and filling up with a layer of grind 40/60 with minimum 20 cm thickness after thoroughly compacting by approved means.
|m²|This is calculated in the post mechanical digging
001.002|Manual Digging|Pc|P|0,00|P|EQ|1,00|Price|0,00|labor cost*|1,20|;|- If necessary, supporting the neighbouring constructions, the attention of the contractor is drawn especially to the neighbouring walls.
- The trenches will be inspected by the architect before any further work may be done.
- The contractor will take all responsibility for making the terrain dry during construction.||
001.002.001|Manual Digging of trenches|m³|V|4068,00|V|EQ|1,00|Price|1800,00|Tax*|0,06|labor cost*|1,20|;|- Removing all necessary soil for the realisation of foundation bases in the case of isolated foundations, or in the case of level differences in the general foundation (entrance to garage, ...)
Only in the case that the digging cannot be done mechanically.|m³, exact measurements, without extra's.|
002|Primary construction|P|P|0,00|P|EQ|1,00|Price|0,00|labor cost*|1,20|;|||
002.001|Installation of the building site|P|P|0,00|P|FP|1,00|Price|0,00|labor cost*|1,20|;|||
002.001.001|Installation of the building site|P|P|35595,00|P|FP|1,00|Price|15750,00|Tax*|0,06|labor cost*|1,20|;Providing of diverse elements for security, hygiene and equipment relative to the building site|- installation of a barrack for the workers, with sanitary equipment and connected to water and electricity. The contractor takes care of all necessary authorisation.
- clear indication of the building site.
- space to stock the materials.
- price includes all costs for maintenance, heating, electricity, water and telephone.
- complete cleaning of the building site when the construction is finished.
|piece, fixed price.|
002.002|Underground cable|Pc|P|0,00|P|EQ|1,00|Price|0,00|labor cost*|1,20|;|||
002.002.001|Underground cable|m|L|237,30|L|EQ|1,00|Price|105,00|Tax*|0,06|labor cost*|1,20|;Installing the underground cable for electricity.|Providing and placing an underground cable under the foundation base, in a circular wire of copper or lead with a round section of 35 mm² minimum.
The ends will be visible and will at least be 1.5m above the finished floor level at a place defined by the architect. It will be placed in one continuous wire. It may not be in contact with any of the constructed elements.|m, exterior contour of the foundation base, with 3 extra meters added for the waiting cable above the ground.|
002.003|Foundations|Pc|P|0,00|P|EQ|1,00|Price|0,00|labor cost*|1,20|;|||
002.003.001|Foundations in reinforced concrete|m³|V|13230,04|V|EQ|1,00|Price|5854,00|Tax*|0,06|labor cost*|1,20|;Foundation bases on the level of the trenches.|- Levelling the surface of the trenches where the foundations will be cast.
- Realising the foundations in concrete reinforced with a minimum of 3 barres of steel, section 10 mm or following the calculations of the engineer.|m³, exact quantities.|
002.005|Sewage discharge|P|P|0,00|P|EQ|1,00|Price|0,00|labor cost*|1,20|;|- Digging necessary for the piping
- Providing and placing PVC tubes on a concrete slab or on a consolidated layer of sand, with a constant angle to the evacuation points of minimum 2 cm/m.
All elements must be in PVC which is resistant to temperatures of 80° and must be accompanied with a certificate of the producing company.
Connections must be made with pre-formed pieces in synthetic rubber.
- All piping is covered with yellow sand after agreement of the architect.
Joints are made at 45°, walls are passed perpendicular.
In zones with heavy traffic, the contractor must take every precaution for the pipes not to be touched.||
002.005.001|Piping diameter 110 mm|m|L|1211,36|P|FP|1,00|Price|536,00|Tax*|0,06|labor cost*|1,20|;PVC piping for the evacuation of rain and used water.|- Digging necessary for the piping
- Providing and placing PVC tubes.
- All piping is covered.
|m, measured from one inspection chamber to another. All special pieces are counted for one meter, T and Y connections for 2 meters.|
002.005.003|Piping diameter 150 mm|m|L|1401,20|L|EQ|1,00|Price|620,00|Tax*|0,06|labor cost*|1,20|;Piping for rain and used water.|- Digging necessary for the piping
- Providing and placing PVC tubes
- All piping is covered with yellow sand after agreement of the architect.
|m, measured from inspection chamber to inspection chamber. All special pieces are counted as 1m, T and Y pieces are 2 meters.|
002.005.006|Piping diameter 80 mm|m|L|924,00|L|EQ|1,00|Price|420,00|labor cost*|1,20|;|||
002.007|Inspection chamber|P|P|0,00|P|EQ|1,00|Price|0,00|labor cost*|1,20|;|- all digging
- slab with the exterior dimensions of the inspection chamber, in armed concrete 150/150/4.
- contour walls in concrete blocs
- covering these interior and exterior with mortar thickness 10 mm.
- covered with concrete plate resistant to heavy traffic.
- all connections with piping passing through fluently.
||
002.007.001|Inspection chamber 40/40|P|P|11865,00|P|EQ|1,00|Price|5250,00|Tax*|0,06|labor cost*|1,20|;Inspection chamber for used water and rain, exterior dimensions 40/40 cm|- all digging
- slab with the exterior dimensions of the inspection chamber, in armed concrete 150/150/4.
- contour walls in concrete blocs
- covering these interior and exterior with mortar thickness 10 mm.
- covered with concrete plate resistant to heavy traffic.
- all connections with piping passing through fluently.
|piece|
002.007.004|Inspection chamber with siphon|P|P|0,00|P|EQ|1,00|Price|0,00|labor cost*|1,20|;|- all digging
- posing of a prefabricated chamber in armed concrete.
|piece|
002.009|Dewatering|Pc|P|0,00|P|EQ|1,00|Price|0,00|labor cost*|1,20|;|||
002.009.001|Perimeter Dewatering|m|L|842,98|L|EQ|1,00|Price|373,00|Tax*|0,06|labor cost*|1,20|;Perimeter dewatering round the foundation walls, foundation bases and behind supporting walls.|- all necessary digging|meter|
002.009.002|Vertical Dewatering of below-ground masonry|m²|S|1602,34|S|EQ|1,00|Price|709,00|labor cost*|1,20|Tax*|0,06|;Protection of the below-ground walls against water infiltration, for cellars or rooms fit for habitation|- A layer of minimum 10mm cementing on the walls with mortar of type C400. The corner where the foot of the walls and the foundation slab meet will be finished in a 45° angle in order to prevent water floods in this area.
- A double layer of asphalt
- Providing and placing of a black polythene sheeting which is impermeable and has a thickness of 0.6 mm. This membrane must be placed all over the below-ground masonry and sticks out above the footing of the above-ground masonry. All accessories all provided by the manufacturer and are placed according to his descriptions. |In square meters, all below-ground masonry including supporting walls for terraces when these are linked to cellar walls.|
002.010|Below-ground masonry|P|P|0,00|P|FP|1,00|Price|0,00|labor cost*|1,20|;The masonry will be done in concrete blocks, to be agreed upon by the architect. Heavily damaged or broken blocks may not be used. Only entire blocks or blocks cut carefully in two may be used. walls have to of thickness 29cm thickness except when indicated otherwise.
Lime shall be plastic hydrated lime or normal lime gained from slaked white lime putty run through a fine sieve into a receptacle where it is to remain until it attains the proper consistency for use.
All horizontal and vertical joints will be 1cm, well filled and closed, the parts in view have to be closed during elevation.
All necessary openings as indicated on plan will be provided.

Note :
Maximum tolerance of 1cm on dimensions.|||
002.010.001|Below-ground masonry thickness 0.25|m³|V|12540,74|V|FP|1,00|Price|5549,00|labor cost*|1,20|Tax*|0,06|;Foundation walls of 25cm thickness ready to receive a cementing on the side of the ground, cementing is not counted here. The other side will remain visible.|- Providing and placing of concrete blocks of dimensions 39/25/19, with the necessary accessories of the manufacturer following his instructions.
- Providing all necessary openings, including reinforced headers and hammer beams.
|in cubic meter, no openings are to be deducted|
002.010.002|Below-ground, interior masonry thickness 0.25|m²|S|2800,14|S|FP|1,00|Price|1239,00|labor cost*|1,20|Tax*|0,06|;Foundation walls of 25cm thickness. All sides will remain visible.|- Providing and placing of concrete blocks of dimensions 39/25/19, with the necessary accessories of the manufacturer following his instructions.
- Providing all necessary openings, including reinforced headers and hammer beams.
|in square meter, no openings are to be deducted|
002.012|Internal walls in concrete blocks|P|P|0,00|P|FP|1,00|Price|0,00|labor cost*|1,20|;The masonry will be done in concrete blocks, to be agreed upon by the architect. Heavily damaged or broken blocks may not be used. Only entire blocks or blocks cut carefully in two may be used. Walls will have a thickness of 9, 14, 19 or 29cm thickness, as indicated on plan.
Lime shall be plastic hydrated lime or normal lime gained from slaked white lime putty run through a fine sieve into a receptacle where it is to remain until it attains the proper consistency for use.
All horizontal and vertical joints will be 1cm, well filled and closed, the parts in view which will not be plastered later have to be closed during elevation.|||
002.012.001|wall in concrete blocks 0.09|m²|S|2431,76|S|FP|1,00|Price|1076,00|labor cost*|1,20|Tax*|0,06|;Non-load bearing walls in heavy concrete blocks of 9cm thickness, to be covered with plaster on both sides.|- Providing and placing walls as indicated on plan
- Providing all necessary openings, including headers in reinforced concrete and hammer beams.|in square meter, no openings are to be deducted.|
002.012.002|wall in concrete blocks 0.14|m²|S|3335,76|S|FP|1,00|Price|1476,00|labor cost*|1,20|Tax*|0,06|;Non-load bearing walls in heavy concrete blocks of 14cm thickness, to be covered with plaster on both sides.|- Providing and placing walls as indicated on plan
- Providing all necessary openings, including headers in reinforced concrete and hammer beams.|in square meter, no openings are to be deducted.|
002.012.003|wall in concrete blocks 0.19, plastered both sides|m²|S|4013,76|S|FP|1,00|Price|1776,00|labor cost*|1,20|Tax*|0,06|;Load bearing walls in heavy concrete blocks of 19cm thickness, to be covered with plaster on both sides.|- Providing and placing walls as indicated on plan
- Providing all necessary openings, including headers in reinforced concrete and hammer beams.|in square meter, no openings are to be deducted.|
002.012.004|wall in concrete blocks 0.19, plastered one side|m²|S|4013,76|S|FP|1,00|Price|1776,00|labor cost*|1,20|Tax*|0,06|;Load bearing walls in heavy concrete blocks of 19cm thickness, to be covered with plaster on one sides.|- Providing and placing walls as indicated on plan
- Providing all necessary openings, including headers in reinforced concrete and hammer beams.|in square meter, no openings are to be deducted.|
002.013|Internal wall in argex concrete blocks|P|P|0,00|P|FP|1,00|Price|0,00|labor cost*|1,20|;The masonry will be done in argex concrete blocks, to be agreed upon by the architect. Heavily damaged or broken blocks may not be used. Only entire blocks or blocks cut carefully in two may be used. Walls will have a thickness of 9, 14, 19 or 29cm thickness, as indicated on plan.
Lime shall be plastic hydrated lime or normal lime gained from slaked white lime putty run through a fine sieve into a receptacle where it is to remain until it attains the proper consistency for use.
All horizontal and vertical joints will be 1cm, well filled and closed, the parts in view which will not be plastered later have to be closed during elevation.|||
002.013.001|wall in concrete blocks 0.09|m²|S|2431,76|S|FP|1,00|Price|1076,00|labor cost*|1,20|Tax*|0,06|;Non-load bearing walls in heavy concrete blocks of 9cm thickness, to be covered with plaster on both sides.|- Providing and placing walls as indicated on plan
- Providing all necessary openings, including headers in reinforced concrete and hammer beams.|in square meter, no openings are to be deducted, to compensate for the placing of reinforced concrete headers as indicated on plan.|
002.013.002|wall in concrete blocks 0.14|m²|S|2540,24|S|FP|1,00|Price|1124,00|labor cost*|1,20|Tax*|0,06|;Non-load bearing walls in heavy concrete blocks of 14cm thickness, to be covered with plaster on both sides.|- Providing and placing walls as indicated on plan
- Providing all necessary openings, including headers in reinforced concrete and hammer beams.|in square meter, no openings are to be deducted, to compensate for the placing of reinforced concrete headers as indicated on plan.|
002.013.003|wall in concrete blocks 0.19, plastered both sides|m²|S|2768,50|S|FP|1,00|Price|1225,00|labor cost*|1,20|Tax*|0,06|;Load bearing walls in heavy concrete blocks of 19cm thickness, to be covered with plaster on both sides.|- Providing and placing walls as indicated on plan
- Providing all necessary openings, including headers in reinforced concrete and hammer beams.|in square meter, no openings are to be deducted, to compensate for the placing of reinforced concrete headers as indicated on plan.|
002.013.004|wall in concrete blocks 0.19, plastered one side|m²|S|2768,50|S|FP|1,00|Price|1225,00|labor cost*|1,20|Tax*|0,06|;Load bearing walls in heavy concrete blocks of 19cm thickness, to be covered with plaster on one sides.|- Providing and placing walls as indicated on plan
- Providing all necessary openings, including headers in reinforced concrete and hammer beams.|in square meter, no openings are to be deducted, to compensate for the placing of reinforced concrete headers as indicated on plan.|
002.017|External wall in brickwork|P|P|0,00|P|FP|1,00|Price|0,00|labor cost*|1,20|;|||
002.017.001|External wall in brickwork|m²|S|4391,18|S|FP|1,00|Price|1943,00|labor cost*|1,20|Tax*|0,06|;|The construction of the outside walls in face brick.
Bricks are to be hard, well burnt, reasonably uniform in size and shape and equal to sample.
The builder will take care to mix the different pallets of bricks during construction.
All face brick work is to be built to a fair face and pointed with a square 10mm recessed joint as work proceeds.
The outside wall is linked to the inside wall by galvanised crimped wire ties with water dropping, 5 per m² minimum.
Cavities must be kept free of mortar droppings or other matter, and temporary openings must be left at plinth level through which the droppings can be removed.|in square meter|
002.021|Insulation for cavity walls|P|P|0,00|P|FP|1,00|Price|0,00|labor cost*|1,20|;|||
002.021.001|Boards in extruded polystyrene 30mm|m²|S|689,30|P|FP|1,00|Price|305,00|labor cost*|1,20|Tax*|0,06|;Insulation for the cavity walls in boards of extruded polystyrene|Providing and placing the boards of extruded polystyrene with tongue and groove on all sides. Fixing on the internal walls with special hooks provided by the manufacturer. At all times an air space is to be left open between the insulation and the outside brickwork. The instructions of the manufacturer have to followed carefully.|in square meter, no openings are to be deducted to compensate losses by cutting.|
002.021.002|Rolls of glass wool|m²|S|452,00|P|FP|1,00|Price|200,00|labor cost*|1,20|Tax*|0,06|;Insulation for the cavity walls in rolls of glass wool|Providing and placing the Rolls of glass wool so that they cannot drop or slide down. Fixing on the internal walls with special hooks provided by the manufacturer. At all times an air space is to be left open between the insulation and the outside brickwork. The instructions of the manufacturer have to followed carefully.|in square meter, no openings are to be deducted to compensate losses by cutting.|
002.021.003|Boards of rock wool|m²|S|904,00|P|FP|1,00|Price|400,00|labor cost*|1,20|Tax*|0,06|;Insulation for the cavity walls in Boards of rock wool|Providing and placing the Boards of rock wool so that they cannot drop or slide down. Fixing on the internal walls with special hooks provided by the manufacturer. At all times an air space is to be left open between the insulation and the outside brickwork. The instructions of the manufacturer have to followed carefully.|in square meter, no openings are to be deducted to compensate losses by cutting.|
002.021.004|Boards of mineral wool|m²|S|1017,00|P|FP|1,00|Price|450,00|labor cost*|1,20|Tax*|0,06|;Insulation for the cavity walls in boards of mineral wool|Providing and placing the boards of mineral wool so that they cannot drop or slide down. Fixing on the internal walls with special hooks provided by the manufacturer. At all times an air space is to be left open between the insulation and the outside brickwork. The instructions of the manufacturer have to followed carefully.|in square meter, no openings are to be deducted to compensate losses by cutting.|
002.022|Jointing of external masonry|P|P|0,00|P|FP|1,00|Price|0,00|labor cost*|1,20|;|||
002.022.001|Jointing of external masonry|m²|S|594,38|S|FP|1,00|Price|263,00|labor cost*|1,20|Tax*|0,06|;|- Filling up the joints between bricks with mortar of homogeneous quality and composition, to be agreed upon by the architect after placing a sample. They will have the same colour on all visible surfaces.
- the builder takes care to leave all ventilation openings free of mortar droppings. |in square meter, no openings deducted|
002.023|Building blocks|P|P|0,00|P|EQ|1,00|Price|0,00|labor cost*|1,20|;|||
002.023.001|Window sills in building blocks|m³|V|339000,00|V|EQ|1,00|Price|150000,00|labor cost*|1,20|Tax*|0,06|;Window sills without ogee or repointing|providing and placing window sills in blue stone (pierre bleue) with a thickness following the module of the exterior masonry. The sills have a water channel on the bottom surface. The blue stone is of a quality without visible or invisible defects (white veins, ...). The visible surfaces are smooth and angles are slightly rounded to present a homogeneous aspect of colour and texture.
Placing is done following the instructions of the manufacturer, with a slight slope towards the outside. The sills comes out the wall with approximately 5cm and sits under the window frame with 3cm.|cubic meter|
002.023.002|Door sills in building blocks|m³|V|339000,00|V|EQ|1,00|Price|150000,00|labor cost*|1,20|Tax*|0,06|;Door sills with ogee|providing and placing sills in blue stone (pierre bleue) with a thickness following the module of the exterior masonry. The sills have a water channel on the bottom surface. The blue stone is of a quality without visible or invisible defects (white veins, ...). The visible surfaces are smooth and angles are slightly rounded to present a homogeneous aspect of colour and texture.
Placing is done following the instructions of the manufacturer, with a slight slope towards the outside. The sills comes out the wall with approximately 5cm and sits under the door frame with 3cm.|cubic meter|
002.028|Counter floor|P|P|0,00|P|FP|1,00|Price|0,00|labor cost*|1,20|;|||
002.028.002|Reinforced concrete hollow slabs|m²|S|2730,08|S|FP|1,00|Price|1208,00|labor cost*|1,20|Tax*|0,06|;Slab in hollow elements prefabricated in reinforced concrete, for multiple load boaring.|- providing and placing hollow reinforced concrete slabs of a type to be agreed upon by the architect, width 30cm, with a perfectly flat top surface, thickness depends on the load bearing and the destination of the room.
- Placing is done following the descriptions of the manufacturer, on top of a roofing and on a mortar bed to set all irregularities straight. The fitting of the slab in the outside walls is completely covered in roofing.
- Blinding, reinforcement layer if necessary, all finishing of joint.
- If the work is done by an outside building contractor, calculations and placing plans will be given to the architect before starting.|Square meter, including 10cm finishing, all openings deducted.|
003|Roof construction|P|P|0,00|P|FP|1,00|Price|0,00|;|||
003.001|Coniferous carcassing timbre|Pc|P|0,00|P|FP|1,00|Price|0,00|;Prelimanary remarks:
Building contractors for roof construction and roof covering will co-ordinate their work in such a way that there is no delay between the two constructions and the work which influences both must be quickly and perfectly finished.

Timber used for this construction must be dry pine tree, without visible or invisible faults and treated.
The roof construction must be attached to the walls by metal sheets or by any other way to insure a resistance against wind pressure.
The roof must be constructed in such a way that there is no horizontal pressure on the supporting walls.|||
003.001.001|Bearer in pine tree|m²|S|1356,00|S|FP|1,00|Price|600,00|labor cost*|1,20|Tax*|0,06|;Bearer to support the roof in treated pine tree|- providing and placing the bearers in pine wood as indicated on plan, the section of the bearers is dependant of the distance between supporting points, the type of covering, the climate and possible load bearing.
- All connections have to be made with steel plates designed for this type of usage.
- the bearers have to be anchored in the supporting walls.|square meter|
003.001.004|rafters in pine tree|m²|S|1310,80|S|FP|1,00|Price|580,00|labor cost*|1,20|Tax*|0,06|;rafters in pine tree to cover the roof.|- constructing the rafters as indicated on plan in treated pine wood.
- The section of the rafter is calculated in relation to load bearing and the type of covering.
- Rafters are nailed on the bearers, joints to rafter and pan are angled.
- For large roof constructions, rafters may be in different parts of minimum 4.50m. Assembling two different parts of a rafter must always be done on top of a bearer. Joints must be divided over different bearers; it is strictly forbidden to make two subsequent joint on one and the same bearer.
- For ventilation purposes, the rafters will come out of the exterior masonry with a distance of approximately 10mm.|square meter|
003.001.006|Carcassing for finishing|m²|S|858,80|S|FP|1,00|Price|380,00|labor cost*|1,20|Tax*|0,06|;Carcassing nailed under the rafters for fixation of insulation and ceiling.|Providing and placing by nailing under the rafters, a complete structure in pine wood section 40/40mm, the distance between the beams depends on the type of ceiling.|square meter|
004|Roof covering and tinsmith work|P|P|0,00|P|EQ|1,00|Price|0,00|;|||
004.001|bottom-roof|P|P|0,00|P|FP|1,00|Price|0,00|;|||
004.001.002|bottom-roof in reinforced micro-perforated plastic|m²|S|192,10|S|FP|1,00|Price|85,00|labor cost*|1,20|Tax*|0,06|;waterproof membrane against infiltration of fine snow micro-perforated plastic|Providing and placing a waterproof plastic, which is not damp proof, strong enough so it does not tear easily.
It must be attached to the rafters before the roof battens are placed, joints must have an overlay of 15cm minimum in the direction of the water flood. The bottom-roof stops at approximately 15cm of the ridge to insure ventilation.|square meter|
004.005|covering in roof clay tiles|P|P|0,00|P|FP|1,00|Price|0,00|;|||
004.005.001|Roof clay tiles|m²|S|5424,00|S|FP|1,00|Price|2400,00|labor cost*|1,20|Tax*|0,06|;|- Roof battens of 25/40mm in dry and treated pine wood. They are placed to cover a perfectly flat surface, and are parallel and at equal distance. The axes distance corresponds to the distance necessary for the chosen covering. All necessary ridges and other beams must be added.
- Providing, placing and fixing roof clay tiles and half roof tiles, anchoring and nailing roof tiles must be done in such a way that the joints are aligned.
- Roof tiles will be placed according to the descriptions of the manufacturer.
- Roof tiles must have a double collar vertical and horizontal and must be placed double-covering each other. Covering must be done following the prescriptions of the manufacturer.
|square meter|
004.005.002|Ridge|m|L|2034,00|L|FP|1,00|Price|900,00|labor cost*|1,20|Tax*|0,06|;|The ridge must be finished with half-round ridge tiles in clay of the same colour as the roof tiles and of the same category. They must be placed following the prescriptions of the manufacturer. The end tiles are included in this section.
|meter|
004.005.006|Ventilation tiles|P|P|0,00|P|FP|1,00|Price|0,00|;|providing and placing ventilation tiles of the same type and of the same manufacturer as the roof tiles. placing following the prescriptions of the manufacturer, equally spread over the roof.|pieces|
004.006|covering in concrete roof tiles|P|P|0,00|P|FP|1,00|Price|0,00|;|||
004.006.001|Concrete roof tiles|m²|S|2712,00|S|FP|1,00|Price|1200,00|labor cost*|1,20|Tax*|0,06|;|- Roof battens of 25/40mm in dry and treated pine wood. They are placed to cover a perfectly flat surface, and are parallel and at equal distance. The axes distance corresponds to the distance necessary for the chosen covering. All necessary ridges and other beams must be added.
- Providing, placing and fixing concrete roof tiles and half roof tiles, anchoring and nailing roof tiles must be done in such a way that the joints are aligned.
- Roof tiles will be placed according to the descriptions of the manufacturer.
- Roof tiles must have a double collar vertical and horizontal and must be placed double-covering each other. Covering must be done following the prescriptions of the manufacturer.
|square meter|
004.006.002|Ridge|m|L|2034,00|L|FP|1,00|Price|900,00|labor cost*|1,20|Tax*|0,06|;|The ridge must be finished with half-round ridge tiles in concrete of the same colour as the roof tiles and of the same category. They must be placed following the prescriptions of the manufacturer. The end tiles are included in this section.
|meter|
004.006.006|Ventilation tiles|P|P|0,00|P|FP|1,00|Price|0,00|;|providing and placing ventilation tiles of the same type and of the same manufacturer as the roof tiles. placing following the prescriptions of the manufacturer, equally spread over the roof.|pieces|
004.010|Eaves/gutters|P|P|0,00|P|EQ|1,00|Price|0,00|;|||
004.010.003|Round gutter in zinc/copper|m|L|1808,00|L|FP|1,00|Price|800,00|labor cost*|1,20|Tax*|0,06|;|- Providing and placing gutters in zinc or copper 0.8mm of half round section. Placing is done with special braces delivered by the same manufacturer as the gutter, with a minimum of 3 per meter; they are placed in an angle of 2mm/m minimum.
- All connections and finishes.
- Providing and placing opening with joints
- The gutter will be placed in such a way that the diameter is always larger than the diameter of the descending pipe.|meter|
004.010.004|descending pipes|m|L|1808,00|L|EQ|1,00|Price|800,00|labor cost*|1,20|Tax*|0,06|;|- providing and placing descending pipes in zinc/copper 0.7mm, fixed to the wall every meter.
- The pipes must be perfectly connected to the gutters.
- The minimum section must be 1cm² for each m² of roof that is covered by this pipe.|meter|
005|Outside timberwork|P|P|0,00|P|EQ|1,00|Price|0,00|;|||
005.001|Outside timberwork|P|P|0,00|P|FP|1,00|Price|0,00|;|- Providing and placing all outside timber work as described in the plans provided by the architect.
- The carpenter will place stairs in wood, balustrades, windows and doors. They will be checked by the architect and must be agreed upon before starting work. The carpenter will adapt all measurement according to the measures taken by himself on the building site, dimensions on the plan are purely informative. All windows are in double glazing.
- All timber work must be done with the utmost care to have a clean finished result. All angles must be slightly rounded.
- All joint must be covered.
WOOD
The wood to be used is DARK RED MERANTI of highest quality and treated, maximum humidity 12%.
LOCKS
The entrance door is provided with a Double cylinder lock. When placed the carpenter will provide the architect with a set of keys so that the other contractors can enter the building.
All outside doors will have a double cylinder lock, with three keys each.
HINGES
Slide doors: rails and hinges and all necessary accessories to open and close slide doors.
Windows: Special hinges for turn and tilt windows of high quality.
GLAZING
Double isolating glazing made of two glass blades of 4mm each. The blades are fitted in a metal frame, the air space between the two blades is filled with an isolating gas. Total thickness 20mm. The windows must be guaranteed condense and dust free for 10 years.
Placing following the prescriptions of the manufacturer.
FITTINGS
All fittings will be presented to the architect before placing. In general an equal finishing is wished for all fittings, locks, bolts, ... and all other visible accessories. All metals used must be protected against corrosion.
PROTECTION
The protection of all doors and windows is done by a double coating, colour to be chosen before by the architect. The first treatment can be done before placing, the last must be done after placing on clean woodwork.
PLACING
All doors and windows are positioned perfectly straight, centred in horizontal direction and placed in the opening depending on the masonry. They are fixed to the masonry with the help of steel bolts, with a minimum of 5 each depending on the size.
ISOLATION
The woodwork must be isolated from the masonry on the total perimeter by a neoprene.   ||
005.001.001|Single outside door|m²|S|7632,00|S|FP|1,00|Price|7200,00|Tax*|0,06|;|  ||
005.001.002|Glased door|m²|S|9540,00|S|FP|1,00|Price|9000,00|Tax*|0,06|;|  ||
005.001.003|Sliding door|m²|S|10600,00|S|FP|1,00|Price|10000,00|Tax*|0,06|;|||
005.001.004|Tilt and turn window|m²|S|7950,00|S|FP|1,00|Price|7500,00|Tax*|0,06|;|||
005.001.005|Double window|m²|S|8268,00|S|FP|1,00|Price|7800,00|Tax*|0,06|;|||
005.001.006|Garage door|m²|S|8692,00|S|FP|1,00|Price|8200,00|Tax*|0,06|;|   ||
005.001.007|Entrance door|Pc|P|40280,00|P|FP|1,00|Price|38000,00|Tax*|0,06|;|   ||
007|Electricity|P|P|0,00|P|EQ|1,00|Price|0,00|;|||
007.001|General description|P|P|0,00|P|FP|1,00|Price|0,00|;|- The complete installation of all electrical equipment as it is drawn and described on the plans. Including all cables, accessories, power points, light switches, distribution boards, except for light armatures; that is to say in general all equipment for a perfect functioning of the installation.
- The electrician will make a detailed study on the bases of the drawings of the architect. Before starting this study will be checked and approved by the architect. At the end of the work the electrician will provide this detailed study adapted to all changes during installation.
- The installation is done following the official regulations at that time. The electrician is asked to transmit all modifications, suggestions, ... to improve or economise the installation.
- All visible installation must be of the same range and manufacturer.
- All openings made in masonry will be done with the utmost care, the electrician will take care to co-ordinate his work with the work of the main contractor.
- The detailed study will provide a plan with the placing of switches and sockets. In general, switches are placed at a height of 0.95m, the sockets are placed at a height of 0.15m above the finished floor level. All switches and sockets are at a distance of 0.15m of door openings, except when indicated otherwise.
||
007.002|Built-in installation|P|P|0,00|P|FP|1,00|Price|0,00|;|- Providing and placing all tubes and wires and all annexed works (sub-distribution boards, fixation, protection of the tubes and wires, ...)
- Reinforced PVC tubes may be used in walls, floors.
- Vertically, tubing is placed inside walls by making an opening, or in the opening between hollow walls.
- Horizontally, tubing is placed in slabs, false ceilings, ceilings of cellars, ...
- Never may the outside masonry be used for placing tubes or wires.||
007.002.001|Sockets|P|P|988,98|P|FP|1,00|Price|933,00|Tax*|0,06|;|||
007.002.002|Power points|P|P|1964,18|P|FP|1,00|Price|1853,00|Tax*|0,06|;|
||
007.002.003|One way switches|P|P|1240,20|P|FP|1,00|Price|1170,00|Tax*|0,06|;|||
007.002.004|Two way switches|P|P|1553,96|P|FP|1,00|Price|1466,00|Tax*|0,06|;|||
007.002.005|Intermediate switches|P|P|2639,40|P|FP|1,00|Price|2490,00|Tax*|0,06|;|||
007.002.006|light points|P|P|848,00|P|FP|1,00|Price|800,00|Tax*|0,06|;|||
007.002.011|door bell|P|P|1341,96|P|FP|1,00|Price|1266,00|Tax*|0,06|;|||
007.002.012|outside light|P|P|1325,00|P|FP|1,00|Price|1250,00|Tax*|0,06|;|||
007.002.021|power point for geyser|P|P|1119,36|P|FP|1,00|Price|1056,00|Tax*|0,06|;|||
007.002.022|Telephone plug|P|P|612,68|P|FP|1,00|Price|578,00|Tax*|0,06|;|||
007.002.023|Television plug|P|P|829,98|P|FP|1,00|Price|783,00|Tax*|0,06|;|||
007.005|Main distribution board|P|P|0,00|P|FP|1,00|Price|0,00|;|||
007.005.001|Main distribution board with fuses|P|P|26500,00|P|FP|1,00|Price|25000,00|Tax*|0,06|;|- Providing and fitting a cable between the connection to the main supply and the main distribution board.
- Providing and fitting a panel to place the fuses.
- Providing and placing a functional and strong box especially designed for this purpose.
- Making all the necessary connections to circuits.
- Placing a main circuit breaker.
- All circuits will be protected by automatic fuses; the intensities must be checked by the electrician and must be in relation to the usage of the circuit.
- Circuits will be placed following these rules:
  - no more than 10 light points for each circuit
  - no more than 8 plugs for each circuit
  - one spare light circuit and one spare plug circuit, with fuses
  - one circuit for the heating system
  - One circuit for each electrical heating element
All circuits are indicated in a detailed way. A detailed overview will be placed on the inside of the main distribution board.
|piece|
007.005.002|check rail|P|P|4240,00|P|FP|1,00|Price|4000,00|Tax*|0,06|;|- Providing and placing all necessary connections to electrical equipment.
- Connection of these to the earth electrode
- Verification of the dispersion resistance
- All connections of metallic elements|piece|
007.005.003|Earth electrode|P|P|5300,00|P|FP|1,00|Price|5000,00|Tax*|0,06|;|providing and placing an earth beam if the dispersion resistance is higher than 100 ohm|piece
|
007.007|Official acceptance of the installation|P|P|0,00|P|FP|1,00|Price|0,00|;|||
007.007.001|Official acceptance of the installation|P|P|2650,00|P|FP|1,00|Price|2500,00|Tax*|0,06|;|The electrician takes it upon him to get the installation accepted, and pays all the costs to do so himself. These costs will be included in the price offer of the electrician. All subsequent checking and modification will be on charge of the electrician himself.
The official excepting form will be given to the architect.|piece|
007.008|Connection to main supply|P|P|0,00|P|EQ|1,00|Price|0,00|;|||
007.008.001|Providing and placing the cable|m|L|530,00|L|EQ|1,00|Price|500,00|Tax*|0,06|;|providing, placing and connecting the cable to connect the installation to the main power supply.|meter, estimated quantity in the cellar
meter, estimated quantity in the ground|
008|Plastering and internal finishing|P|P|0,00|P|EQ|1,00|Price|0,00|;|||
008.001|Plaster work|P|P|0,00|P|FP|1,00|Price|0,00|;- All materials are used following the descriptions of the manufacturer.
- The building contractor will take care to remove all dirt when his work is finished.
- The building contractor organises all sub-contractors so that one follows the other fluently. He verifies all constructed elements and notifies the architect in case of defects.
WATER SUPPLY
The building contractor provides water supply during construction at his cost, water must be clean and without dirt in it.
PLASTER
Before plastering, all walls and ceilings must be cleaned, brushed and wetted. If necessary, elements that are too smooth or too absorbant get a bottom coating. All metal are protected against rust. On joints between different materials reinforcement is added.
CORNERS
Corners are protected by methal lathing at the expense of the contractor.|||
008.001.001|Plaster work on walls|m²|S|565,00|S|FP|1,00|Price|250,00|labor cost*|1,20|Tax*|0,06|;|- Single coating of plaster of +/- 15mm thickness on all the walls, plastering must be perfectly straight and levelled with electrical fittings
- Polishing following the prscriptions of the manufacturer.|square meter|
008.001.002|Plaster work on ceilings|m²|S|723,20|S|FP|1,00|Price|320,00|labor cost*|1,20|Tax*|0,06|;|- a single coating of plaster of +/- 15mm thickness on all the ceilings that are indicated on plan.
- polishing following the prescriptions of the manufacturer.|square meter|
008.004|Internal window sills|Pc|P|0,00|P|EQ|1,00|Price|0,00|;|||
008.004.002|Internal window sills in marble|m²|S|5194,00|S|EQ|1,00|Price|4900,00|Tax*|0,06|;|||
008.005|Insulation under roof|P|P|0,00|P|FP|1,00|Price|0,00|;|||
008.005.001|Insulation between carcassing|P|P|723,20|P|FP|1,00|Price|320,00|Tax*|0,06|labor cost*|1,20|;|- Providing and placing insulation of glass wool rolls with a damp proof coating and with lateral tongues for fixation.
- The rolls will be perfectly attached to the carcassing to provide a good barrier
lambda 0.040W/mK
Mu 1.2
Thickness 60mm
Width 0.45m|square meter|
009|Tiling and blinding|P|P|0,00|P|EQ|1,00|Price|0,00|;|||
009.001|Blinding for thin floors|P|P|0,00|P|FP|1,00|Price|0,00|;|||
009.001.001|Blinding rhine sand thickness 6cm|m²|S|583,00|S|FP|1,00|Price|550,00|Tax*|0,06|;|||
009.003|Interior tiles|P|P|0,00|P|FP|1,00|Price|0,00|;|- Before starting, the contractor will check all surfaces to be tiled and will notify the architect of any defects.
- He will take the door sills as guide for the level of the floors.
- He takes care to remove all dirt when his work is finished.
- Tiles are placed by specialists, with a rubber hammer. Tiles of different nuances are mixed together to obtain a homogeneous result, without sensible difference in colour.
PLINTHS
The contractor places the plinths when the interior doors are placed.
JOINTING
Joints are straight, parallel and perfectly alined and with a colour chosen in relation to the tiles.
They continu from one space to another if the same tiles are used in different relating rooms.
EXPANSION JOINTS
For large surfaces of tiling, expansion joints must be provided at regular distances, to be determined in relation to the chosen tiles.
PERIMETER EXPANSION JOINTS
For the complete perimeter of the surface to be tiled, an expansion joint is provided and will be covered by plinths later on.||
009.003.002|floor tiles with insulation|m²|S|1722,00|S|FP|1,00|Price|700,00|Tax*|0,06|labor cost*|1,40|;|- Placing a blinding slab, which covers completely all tubes, thickness 3 to 4cm.
- Providing and placing insulation resistant against load bearing, thickness 4cm
- Providing and placing a grid 150/150/4, in the blinding slab.
- Providing and placing of floor tiles in agreement with builder and architect.|square meter|
009.003.003|wall tiles|m²|S|1968,00|S|FP|1,00|Price|800,00|labor cost*|1,40|Tax*|0,06|;|Providing and placing wall tiles in agreement with builder and architect.|square meter|
009.003.004|Plinths in tiles|m|L|530,00|P|FP|1,00|Price|500,00|Tax*|0,06|;|Providing and placing tiles of the same type and colour as the floor tiles, in agreement with builder and architect.|meter|
009.006|Wall for bathroom|P|P|0,00|P|FP|1,00|Price|0,00|;|||
009.006.001|Wall for bathroom|P|P|3710,00|P|FP|1,00|Price|3500,00|Tax*|0,06|;|- Providing and placing light concrete blocks of thickness 7cm, as indicated on plan. In the brickwork, an opening of 30/30cm must be foreseen.
- Providing and placing a metal frame in the opening of 30/30.
- Providing and placing the tiles on the wall and in the opening.|piece, all accessories included.|
010|Inside timberwork|P|P|0,00|P|EQ|1,00|Price|0,00|;|||
010.001|Interior doors with lining|P|P|0,00|P|EQ|1,00|Price|0,00|;|||
010.001.003|Single door sapelli|P|P|9010,00|P|EQ|1,00|Price|8500,00|Tax*|0,06|;|- Providing and placing a door leaf of 40mm thickness, composed of a strong frame in red fir, with a stronger part for the lock and covered by two plywood panels with veneer intended to be visible. The sides must be covered in the same veneer. The doors are guaranteed without any visible defects.
- Providing and placing the lining in plywood of 18mm thickness with the same finishing, with bead of 15/15mm.
- Providing and placing the architraves in plywood with the same finishing.
- Providing and placing three hinges fit for internal doors.
- Providing and placing lock and handle of a type to be approved by the architect.|piece, depending on the dimensions|
010.001.004|Glassed single door sapelli|P|P|10070,00|P|EQ|1,00|Price|9500,00|Tax*|0,06|;|- Providing and placing a door leaf of 40mm thickness, composed of a strong frame in red fir, with a stronger part for the lock and covered by two plywood panels with veneer intended to be visible. The sides must be covered in the same veneer. The doors are guaranteed without any visible defects. A single glass sheet with the dimensions as indicated on plan is added.
- Providing and placing the lining in plywood of 18mm thickness with the same finishing, with bead of 15/15mm.
- Providing and placing the architraves in plywood with the same finishing.
- Providing and placing three hinges fit for internal doors.
- Providing and placing lock and handle of a type to be approved by the architect.|piece, depending on the dimensions|
010.001.005|Double door sapelli|P|P|14840,00|P|EQ|1,00|Price|14000,00|Tax*|0,06|;|- Providing and placing two door leafs of 40mm thickness, composed of a strong frame in red fir, with a stronger part for the lock and covered by two plywood panels with veneer intended to be visible. The sides must be covered in the same veneer. The doors are guaranteed without any visible defects.
- Providing and placing the lining in plywood of 18mm thickness with the same finishing, with bead of 15/15mm.
- Providing and placing the architraves in plywood with the same finishing.
- Providing and placing two times three hinges fit for internal doors.
- Providing and placing lock and handle of a double door type to be approved by the architect.|piece, depending on the dimensions|
010.001.006|Double glassed door sapelli|P|P|15900,00|P|EQ|1,00|Price|15000,00|Tax*|0,06|;|- Providing and placing a two door leafs of 40mm thickness, composed of a strong frame in red fir, with a stronger part for the lock and covered by two plywood panels with veneer intended to be visible. The sides must be covered in the same veneer. The doors are guaranteed without any visible defects. A single glass sheet with the dimensions as indicated on plan is added.
- Providing and placing the lining in plywood of 18mm thickness with the same finishing, with bead of 15/15mm.
- Providing and placing the architraves in plywood with the same finishing.
- Providing and placing two times three hinges fit for internal doors.
- Providing and placing lock and handle of a double door type to be approved by the architect.|piece, depending on the dimensions|
010.004|Interior stairs in wood|P|P|0,00|P|EQ|1,00|Price|0,00|;|||
010.004.001|Staircase without riser in beech|P|P|44520,00|P|FP|1,00|Price|42000,00|Tax*|0,06|;|- Providing, transporting and placing a staircase in beech wood, first class, as indicated on plan, measurements are to be checked on the building site by the carpenter.
- Providing and placing barrier railings, in the same material and with the same finishing as the staircase, design to be agreed upon by the architect.
- Placing a landing and connecting it perfectly to the floor level.|piece|
010.004.002|Staircase with riser in beech|P|P|55120,00|P|FP|1,00|Price|52000,00|Tax*|0,06|;|- Providing, transporting and placing a staircase in beech wood, first class, as indicated on plan, measurements are to be checked on the building site by the carpenter.
- Providing and placing barrier railings, in the same material and with the same finishing as the staircase, design to be agreed upon by the architect.
- Placing a landing and connecting it perfectly to the floor level.|piece|
010.008|Floors in wood|Pc|P|0,00|P|FP|1,00|Price|0,00|;|||
010.008.001|Planked floor in red fir|m²|S|508,80|S|FP|1,00|Price|480,00|Tax*|0,06|;|||
010.008.002|Parquet floor in beech|m²|S|3710,00|S|FP|1,00|Price|3500,00|Tax*|0,06|;|||
010.010|Plinths in wood|P|P|0,00|P|FP|1,00|Price|0,00|;|||
010.010.002|Plinths in meranti|m|L|233,20|P|FP|1,00|Price|220,00|Tax*|0,06|;|Providing and placing in wood of first class, nailed directly on the walls, in one single piece for lengths less than 4m, and with rebate joint in all other cases.
Section 70/12mm, top side rounded.|meter|
010.010.003|Plinths in beech|m|L|339,20|P|FP|1,00|Price|320,00|Tax*|0,06|;|Providing and placing in wood of first class, nailed directly on the walls, in one single piece for lengths less than 4m, and with rebate joint in all other cases.
Section 70/12mm, top side rounded.|meter|
011|Central Heating|P|P|0,00|P|FP|1,00|Price|0,00|;Installation of a complete central heating system, as indicated on plan after a complete calculation of the necessary heating elements for each room.|- Providing and placing all necessary installations in the rooms, with the central heating system and all tubes included.
- Connection to the main supply in the case of gas central heating, providing a tank in the case of oil.|Price for the complete installation, all accessories and work included.|
011.001|Central Heating with gas|P|P|0,00|P|FP|1,00|Price|0,00|;|||
011.001.001|Installation of the central heating|P|P|381600,00|P|FP|1,00|Price|360000,00|Tax*|0,06|;|||
011.002|Oil-fired central heating|P|P|0,00|P|FP|1,00|Price|0,00|;|||
011.002.001|Installation of the central heating|P|P|328600,00|P|FP|1,00|Price|310000,00|Tax*|0,06|;|||
011.003|Electrical Heating|P|P|0,00|P|FP|1,00|Price|0,00|;Installation of a complete central heating system, as indicated on plan after a complete calculation of the necessary heating elements for each room.|- Providing and placing all necessary installations in the rooms, with the central heating system and all tubes included.
- Connection to the main supply in the case of gas central heating, providing a tank in the case of oil.|Price for the complete installation, all accessories and work included.|
011.003.001|Electrical Heating elements|P|P|212000,00|P|FP|1,00|Price|200000,00|Tax*|0,06|;Installation of a complete central heating system, as indicated on plan after a complete calculation of the necessary heating elements for each room.|- Providing and placing all necessary installations in the rooms, with the central heating system and all tubes included.
- Connection to the main supply in the case of gas central heating, providing a tank in the case of oil.|Price for the complete installation, all accessories and work included.|
012|Sanitary equipment|P|P|0,00|P|FP|1,00|Price|0,00|;|||
012.001|General description|P|P|0,00|P|FP|1,00|Price|0,00|;|- Doing the sanitary installation as indicated on plan, providing, transporting, placing and connecting of all sanitary equipment.
- The installer is obliged to offer a complete study of the installation, with details of all used equipment (including type, colour, ...) to the architect. Only after approval can the work be started.

PIPES
Sewage discharge:
- In pipes of PVC. All joints must be made in special sleeves of the male/female type to be glued.
- Between fixed points, gliding joints must be added to give the possibility to adjust the installation.
- All joints must be finished waterproof, both on the outside as on the inside. Angles will not be straight but must make a big turn to prevent a jam in the tube.

Hot water discharge:
- Special tubes of sufficient diameter must be used that can transport hot water without risk of deformation, for instance for washing machines, dishwasher, ...
- All joints must be made in special sleeves of the male/female type to be glued.
- Between fixed points, gliding joints must be added to give the possibility to adjust the installation.
- All joints must be finished waterproof, both on the outside as on the inside. Angles will not be straight but must make a big turn to prevent a jam in the tube.

Waste outlets, accessories:
- All waste outlets and visible accessories must be in a strong PVC of white colour, and must be resistant to temperatures up to 100°C or to aggressive products used in kitchens, bathrooms, ...
- Traps can be of the bottle type or the S-form type, with a telescopic end for easy assembling.
- Traps are connected with joints supplied by the same manufacturer as the traps, and must be completely waterproof inside and outside.
- Possible connection problems may be solved with special curved pipes.
- The double sink in the kitchen is connected by a double outlet system in the same colour as the sink itself or a combining colour, these must be easy to remove.||
012.002|Standard sanitary equipment|P|P|0,00|P|FP|1,00|Price|0,00|;|||
012.002.001|Toilet|P|P|17490,00|P|FP|1,00|Price|16500,00|Tax*|0,06|;|||
012.002.002|Small wash basin for toilet|P|P|6890,00|P|FP|1,00|Price|6500,00|Tax*|0,06|;|||
012.003|Bathroom installation|P|P|0,00|P|FP|1,00|Price|0,00|;|||
012.003.001|Bath|P|P|17490,00|P|FP|1,00|Price|16500,00|Tax*|0,06|;|||
012.003.002|Built-in wash basin|P|P|12720,00|P|FP|1,00|Price|12000,00|Tax*|0,06|;|||
012.003.003|Toilet|P|P|17490,00|P|FP|1,00|Price|16500,00|Tax*|0,06|;|||
012.004|Water supply fittings|P|P|0,00|P|FP|1,00|Price|0,00|;|||
012.004.001|Kitchen mixer tap|P|P|4240,00|P|FP|1,00|Price|4000,00|Tax*|0,06|;|||
012.004.002|Bathroom mixer tap|P|P|2650,00|P|FP|1,00|Price|2500,00|Tax*|0,06|;|||
012.004.003|Lever action mixer for bath|P|P|4240,00|P|FP|1,00|Price|4000,00|Tax*|0,06|;|||
012.004.004|Shower equipment|P|P|5300,00|P|FP|1,00|Price|5000,00|Tax*|0,06|;|||
012.005|Hot water supply|P|P|0,00|P|FP|1,00|Price|0,00|;|||
012.005.001|Hot water storage heater|P|P|29150,00|P|FP|1,00|Price|27500,00|Tax*|0,06|;|||
