NURSERY BUILDING HALMSTAD,SWEDEN - DiVA portal240154/FULLTEXT01.pdf · Ana Latorre Nursery building ININDESXLKÑDSCOÇDÈX I- INTRODUCTION…………………………………

NURSERY BUILDING

HALMSTAD,SWEDEN

NURSERY BUILDING

HALMSTAD,SWEDEN

ANA LATORRE

NURSERY BUILDING

HALMSTAD,SWEDEN

ANA LATORRE

Ana Latorre Nursery building

ININDESXLKÑDSCOÇDÈX

I- INTRODUCTION……………………………………4

II- TECHNICAL DESCRIPTIONS………………….16

III- GANTT CHARTS…………………………………..34

IV- HEALTH AND SAFETY…………………………..37

V- BUDGET………………………………………………75

VI- DISABLED STUDY……………………………….120

VII- CONSTRUCTION DRAWINGS………………125

INDEX


• 1.1 AREA AND SITUATION…………………………….6

• 1.2 ACTUAL BUILDINGS AND NEAR

BUILDINGS…………………………………………………….8

• 1.3 IDEA AND PURPOSE………………………………...14

INTRODUCTION


• 2.1 DEMOLITION………………………………………..18

• 2.2 CONDITIONING OF THE AREA……………….19

• 2.3 FOUNDATION AND GROUND SLABS……...20

• 2.4 STRUCTURE…………………………………………..22

• 2.5 CARPENTRY…………………………………………..24

• 2.6 THERMICAL STUDY……………………………….26

• 2.7 EXTERIOR WALLS AND FINISHINGS……….29

• 2.8 PLUMBING INSTALATIONS……………………31

• 2.9 PROTECTION AGAINST FIRE………………….32

• 2.10 TELECOMUNICATION INSTALATIONS….33

• 2.11 ELECTRICAL INSTALATIONS…………………34

TECHNICAL DESCRIPTIONS


• LOT DIMENSION……………………………………1

• AREA……………………………………………………2

• DIMENSIONATED PLAN…………………………3

• ALL FACADES…………………………………………4

• WEST FACADE……………………………………….5

• EAST FACADE…………………………………………6

• SOUTH FACADE………………………………………7

• NORTH FACADE……………………………………..8

• ROOF……………………………………………………..9

• ROOF DETAIL………………………………………….10

• SECTIONS PLAN………………………………………11

• CROSS SECTION 1……………………………………12

• CROSS SECTION 2……………………………………13

• CROSS SECTION 3……………………………………14

• FOUNDATION…………………………………………15

• COLUMNS STRUCTURE……………………………16

• STEEL COLUMN DETAIL……………………………17

• STEEL BEAM DETAIL………………………………...18

• STRUCTURE……………………………………………..19

• CARPENTRY……………………………………………..20

• DETAIL METAL WINDOWS………………………..21

BUDGET CONSTRUCTION DRAWINGS


• ELECTICAL INSTALATION………………………….22

• MECANICAL VENTILATION……………………….23

• PLUMBING SYSTEM…………………………………24

• HEATER SYSTEM………………………………………25

• PROTECTION AGAINST FIRE………………………26

• HEALTH AND SAFETY 1……………………………..27

• HEALTH AND SAFETY 2 …………………………….28

• HEALTH AND SAFETY 3……………………………..29

• HEALTH AND SAFETY 4 ……………………………..30

• HEALTH AND SAFETY 5………………………………31

• HEALTH AND SAFETY 6………………………………32

• DISABLED STUDY 1…………………………………….33

• DISABLED STUDY 2…………………………………….34

• DISABLED STUDY 3…………………………………….35

Ana Latorre Introduction

6

1.1 AREA AND SITUATION:

The lot in which I am going to construct this one placed closely together of the city centre. The

exact position of the area, we can see in the following real photos. As we can see our lot is

next to the river Nissan.

HALMSTAD CITY

LOT


7

Our lot does not have a regular form, has a trapezoidal form, in such a way that one of his

faces is parallel to the river.

The lot is big enough, and has a few approximate dimensions of approximately 90 meters in

the long face and approximately 40 meters more or less in the small zone.

The lot has a total surface of approximately 3400 m².


8

1.2 ACTUAL BUILDINGS AND NEAR BUILDINGS

When I took the pictures, November 2008 in the lot there was a building; it was like a factory

of the company “Matador”. Currently this building was not too interesting and for that they

demolished it .In fact the whole area close to the this factory, it will be constructed again,

giving him a more tourist vision.

The building had two floors with 9 meters of high more or less. The facade of the building in

the river side was made with yellow metal plates giving an industrial looking to the building.

From the back side in the Södra Vägen Street the facade was made with yellow bricks. The

building was really simple because it was made just to make the function of factory.

This place is built by the main river of Halmstad (Nissan River) in an important place.

Currently, this zone is still with a lot of industries. The actual Planning still allows buildings

industries around the river close to sea. In the near future this will change. There are plans for

making this zone more attractive for tourism. In order to make this possible, all the industries

around this area will have to move another place.

In January 2008 they start to demolish the factory and now is just a lot where build something.


9


10


11

The surroundings of the area are most of them residential buildings.

1

1 2 4

3

5


12

2

3


13

4

5


14

1.3 IDEA AND PURPOSE

I wanted to build a school for small children, a nursery, a place for take care of the

children in the time of their parents are working.

The first idea of this building is separate the nursery in three places; one for the

children with age between 4-12 months, another one for ages between 12-24 months

and the last one for ages between 24 and 36 months. This idea is for the different

kinds of attention that the children needs with this age. For instance in the first period

is no necessary toilets just a place for change the nappies though in the last period the

children need toilet because they are learning how to use them.

The first place is going to be prepared for a maximum of 8 children, the second place

for a maximum of 13 children and the last one for a maximum of 20 children.

Separately of this zone, in the west of the building it will be the place for the teachers,

the kitchen, the laundry and all the things necessary for the nursery.

Outside it will be a playground for entertainment.

Another idea is to build a green roof; it means the roof of the building is partially or

completely covered with vegetation and soil, or a growing medium, planted over a

waterproofing membrane. We find several advantages with this kind of roofs as can

be:

-Reduce heating (by adding mass and thermal resistance value) and cooling(by

evaporative cooling)loads on a building.

-Grow vegetables, fruit and flowers.

-Reduce storm water run off.

-Filter pollutants and carbon dioxide out of the air

-Increase roof life span.

-The soil and plants on green roofs help to insulate a building for sound; the soil helps

to block lower frequencies and the plants block higher frequencies.

-Filter pollutants and heavy metals out of rainwater

-Increase wildlife habitat in built-up areas.


15

I thought this idea when I visited Augustenborg´s botanical roof garden in Malmö, later

I checked the Scandinavian Green Roof Association and I got a lot of information.

The materials of the building are a combination of bricks in the facades with big

windows of glass and wood.

In the lot I’m going to build separately a playground, this playground is going to be

built with prefabricated materials as is common here in Sweden.

I’m not going to pay attention to this, just said the area of this playground is 59,12m2,

is built with wood (prefabricated) and is shown in the distribution plans.

Ana Latorre

2.1 DEMOLITION

We have to proceed to the demolition of the building that nowadays exists in our lot.

The current building a factory, his name is “Matador”, and the demolition of this

building has to be done in two phases:

The first phase will be a manual demolition, to recover and to be able to re

elements that now exist in the current building. This first phase is important, because

recycling, we will have less garbage, an

The second phase of the demolition, it will be done by suitable machinery, and with

these machines we will knock down all that we could not recover and re

Technical description

18



building has to be done in two phases:

The first phase will be a manual demolition, to recover and to be able to re-use most of


recycling, we will have less garbage, and also we will have a profit.


these machines we will knock down all that we could not recover and re-use.




use most of



use.

Ana Latorre Technical description

19

2.2 CONDITIONING OF THE AREA:

The cleaning of the terrain will be made with vegetal land retired and piled up, either if

it´s by manual means or by mechanics, but always being observed by the criteria of the

Technological Regulation. Later, the corresponding land transport will be made with

machine trucks loaded until the next garbage dump of the work.

Once the place is clean will be come to the reframing of the zones to excavate, letting

witnesses of this reframing to be able to make the pertinent verifications at any time.

The drain will be made by mechanic method, being adopted the opportune measures

to avoid as much adjacent own damages as to the public way, being observed at any

moment the fulfillment of the regulation. The leftover grounds of the drain will be

transported with loaded trucks to machine next to garbage dump of the work.

The ditches for strep footings of inclined wall and party wall, and the wells for drains

and curb box will be excavated by mechanical or manual method, being made always

by hand the outlined of their walls, remaining always clean and rubbish and ground,

with clean cuts and horizontal bases .It will follow the criteria of the Regulation. The

leftover ground will be transported with machine trucks loaded, until next garbage

dump of the work.


20

2.3 FOUNDATION AND GROUND SLABS

The wells, ditches and raft will fill up with prepared reinforced concrete HA-

30/B/25/IIIb-H with 300 kg/cm² of characteristic resistance. This concrete will be

prepared for marine ambience (corrosion induced by chlorides from seawater) and

freezing (IIIb-H). The criterions are explained then.

1º.

• HM (hormigón en masa) Concrete mass.

• HA (hormigón armado) Reinforced concrete.

• HP (hormigón pretensado) Prestressed concrete.

2º. R (resistencia) It´s the characteristic cube strenght at the age of 28 days in N/mm².

Normally we use this values 20, 25, 30, 35, 40, 45, 50 N/mm².

3º. C (consistencia).It identifies the consistence:

• S Seca. (dry)

• P Plástica. (plastic)

• B Blanda. (soft)

• F Fluida. (fluid)

4º. TM (tamaño máximo). It´s the maximum size of the soil in mm.

5º. A (ambiente) It´s the different kinds ofexposure:

-We have four kinds of main exposure clases:

I: No risk of corrosion or attack

II: Corrosion induced by carbonation.

III: Corrosion induced by chlorides from seawater

IV: Corrosion induced by chlorides other than from seawater

Ana Latorre

-Specified exposure clases:

Q (Químico): Chemical attack.

E: Erosion

H: Freeze/thaw attack with or without

This concrete will be elaborated,

instruction. First layer of about 100mm of thi

concrete in the base of the laying of

reinforcements do not move and that has the neces

made with a base of ballasts and compacted artificial skittles of 200mm of thickness

with mechanic methods. It will be demanded in work that the materials like cement,

plasters or stucco that are used have quality mark.

will have quality seal and will be from only one manufacturer.

After the layer of cleaning concrete

in the Isover book, this consist in five layers; the first one with a dr

a thickness of 150 mm, later 3 layer

thinner with 50mm and the last layer with concrete and 100 mm of thickness.


21

Freeze/thaw attack with or without de-icing agents.

elaborated, transported and put in work according to the

instruction. First layer of about 100mm of thickness will be spilled with cleaning

the base of the laying of foundations, on which the corresponding

reinforcements do not move and that has the necessary coverings. The raft

a base of ballasts and compacted artificial skittles of 200mm of thickness


plasters or stucco that are used have quality mark. The steel for reinforced concrete

will have quality seal and will be from only one manufacturer.

After the layer of cleaning concrete for prepare the land we will use the solution

in the Isover book, this consist in five layers; the first one with a drainage material and

a thickness of 150 mm, later 3 layers of insulation, two with 100 mm and another one



transported and put in work according to the

ckness will be spilled with cleaning

, on which the corresponding

sary coverings. The raft will be

a base of ballasts and compacted artificial skittles of 200mm of thickness


steel for reinforced concrete

the land we will use the solution G:201

ainage material and

s of insulation, two with 100 mm and another one



22

2.4 STRUCTURE

The structure will be made with steel, with laminated profile in columns and beams.

After calculate the loads in the roof considering the snow load as 100kg/m² , the floor

structure load 350 kg/m² and for have a flat roof we have to add a use load of

minimum 150kg/m² and checking the tables for beams IPE we have to take the beam

IPE 240. The dimensions of this kind of beam are described in the next image and

table:

Designation Dimensions Weight h s g t R kg/m IPE 80 80 46 3,8 5,2 5 6,0 IPE 100 100 55 4,1 5,7 7 8,1 IPE 120 120 64 4,4 6,3 7 10,4 IPE 140 140 73 4,7 6,9 7 12,9 IPE 160 160 82 5,0 7,4 9 15,8 IPE 180 180 91 5,3 8,0 9 18,8 IPE 200 200 100 5,6 8,5 12 22,4 IPE 220 220 110 5,9 9,2 12 26,2 IPE 240 240 120 6,2 9,8 15 30,7

IPE 270 270 135 6,6 10,2 15 36,1 IPE 300 300 150 7,1 10,7 15 42,2 IPE 330 330 160 7,5 11,5 18 49,1 IPE 360 360 170 8,0 12,7 18 57,1 IPE 400 400 180 8,6 13,5 21 66,3 IPE 450 450 190 9,4 14,6 21 77,6 IPE 500 500 200 10,2 16,0 21 90,7 IPE 550 550 210 11,1 17,2 24 106,0

We are going to build the floor slabs with a semi-precast construction system called

FILIGRAN; this method has a lot of advantages as can be the efficient and economical

series production in the factory, the time savings at the building site and also the

reduced labor requirement on site.


23

For the columns the procedure is the same and calculating the loads and checking the

tables it will be made with laminated profile KKR-rör square of 100x100, 140x140 and

rectangular 140x100. All the welding will be made according to the regulation.


24

2.5 CARPENTRY

In this building we have a lot of doors, in different models. The exterior doors are a

combination of wood and glass and inside the doors are just with wood.

Interior door

We have a big wood door for the baby carriage with dimensions 135 x 240cm.

6 exterior doors with two sheets with dimensions 100 (each door) x 240 cm.

Three of these exterior doors are making a entrance hall and they are with another

door consecutive, because here in Sweden in almost all the public places I have seen

this, for instance the university, two doors before go inside for avoid the cold enter

and keep the heat inside.

12 interior doors with two sheets with dimensions between 155x 210 cm.

18 exterior doors with dimensions 82 x 240 cm.

34 interior doors with dimensions 82 x 210 cm.

4 interior doors with dimensions 114 x 210 cm.

1 door with fire resistance 120 with dimensions 155x210cm.

1 door for go out to the patio with dimensions 195 x 240 cm.


25

The windows are in dark aluminum with double glass and we have also a lot of areas

with glass finished with aluminum as well.

Ana Latorre

2.6 THERMICAL STUDY

The thermical study is calculated

For this thermal calculation the S

the layers in the wall and if the relative humidity is less than 100% we won’t find

problems of condensation.

1. EXTERIOR WALL

The studied façade is composed by several

next picture for the dimension

small one with 8 centimeters, the next one 17 cm. and the last one 12 cm.


26

THERMICAL STUDY

is calculated in the exterior wall and in the roof.

For this thermal calculation the Swedish procedure has followed. We will analyze all


The studied façade is composed by several layers, I have chosen the first option in the

for the dimension, we have 3 layers of insulation in different sizes; the

small one with 8 centimeters, the next one 17 cm. and the last one 12 cm.


We will analyze all


the first option in the

we have 3 layers of insulation in different sizes; the


27

2. GREEN ROOF

In the roof we have also several layers and we are going to follow the same

procedure than in the exterior wall.


28

GREEN ROOF DETAIL:

Ana Latorre

2.7 EXTERIOR WALLS

The exterior walls will be made with bricks, the

the IsoverBoken (Isover book) and is the solution Y:201.

The bricks are in a light colour for obtain a contrast with the dark wood in

porch´s roof.


29

EXTERIOR WALLS AND FINISHINGS

The exterior walls will be made with bricks, the solution that I have chosen appears in

the IsoverBoken (Isover book) and is the solution Y:201.

cks are in a light colour for obtain a contrast with the dark wood in doors, details and


solution that I have chosen appears in

doors, details and


30

The floor is finished with parquet in a clear shade. The walls inside are finished with a white

paint and completely smooth. As we explain before the windows are in metal and the doors in

wood.

Rough example of the interior of the school :


31

2.8 PLUMBING INSTALATIONS

Hot and cold water:

All the network of hot and cold water distribution will be made with electrolytic copper

pipe with meetings welded, in dimensions and diameters according to plane of project,

installed, verified and measured according to regulation. The pressure of the

connection is 5 atm., the maximum height of supply is 2 meter and the flow of the

main connection of the house is 4,9 m³/s with this information we can calculate the

diameters of the pipes and we obtain:

Exterior pipe……………50mm

Installation room……..30mm

Common areas ………..20mm

Individual branch………12 mm

The production of hot water is produced by an instantaneous heater of sanitary hot

water situate in the installation room.

Plumbing fixtures:

The sanitary apparatuses will be of vitrified porcelain with white color.


32

2.9 PROTECTION AGAINST FIRE

The installation is in agreement with the effective regulation NBE-CPI-96(Norma Básica

de la Edificación y Condiciones de Protección contra Incendios).

Building use………………Educational use

Evacuation height……. h<4meters.

All the building obey that regulation, this building has a lot of doors to the exterior

because in the evacuation of the small children they need help of somebody so all the

rooms have evacuation doors. The main corridor is 2,5m. width keeping like this the

1,2 m. of the regulation.

In agreement with the regulation we´ll need fire extinguishers each at least 15 meters

with a minimum efficacy of 21A-113B.

Signs for the exit of the building, the fire extinguisher and we`ll need

Fire alarms for have a building between 1000 and 5000 m² and smoke and fire

automatic detectors.

Emergency illumination in the installation room, general evacuation route and in the

rooms planned for more than 100 persons.

An extractor fan in the kitchen.

For the characteristics of this building we don’t need to install automatic sprinkler, or

fire hydrant (>2000 m²).


33

2.10 TELECOMUNICATION INSTALATIONS

One will settle in agreement with the actual regulation and project written up by

engineer in telecommunication.

2.11 ELECTRICAL INSTALATIONS

The electrical system will be made interlocked, with copper conductor of double

protected plastic isolation with flexible tube of P.V.C., verified and measured,

according to the construction regulations and Electro-technic Regulation of Low

Tension. It will have a general box of protection.

Ana Latorre Technical descriptions

Ti= 18º C Te= -10ºC / Hri= 75% Hre= 95%

CONCEPT L λ R ∆Tª POINT Tª Vs δ Z ∆V V RÅ OBSERVATIONS

IN

A 18 15,36 11,52 75% No condensation in

this point Plaster 0,013 0,22 0,059 0,165 5X10⁻⁶ 2,6X10³ 0,011

B 17,83 15,18 11,51 75,8% No condensation in

this point Insulation 0,120 0,039 3,077 8,643 1,5X10⁻⁶ 8X10⁴ 0,329

C 9,2 8,94 11,18 73,6% No condensation in

this point Waterproof

film 0,000 0,000 0,000 0,000 2X10⁶ 8,24

D 9,2 8,94 2,94 32,8% No condensation in

this point Insulation 0,170 0,039 4,359 12,244 1,5X10⁻⁶ 1,13X10⁵ 0,465

E -3 3,82 2,47 64,7% No condensation in


F -3,1 3,79 2,46 64,9% No condensation in

this point Insulation 0,080 0,039 2,051 5,761 1,5X10⁻⁶ 5,3X10⁴ 0,218

G -8,9 2,35 2,24 95% No condensation in

this point Air chamber 0,020 0,125 0,16 0,449 1X10⁻⁶ 2X10⁴ 0,0824

H -9,4 2,25 2,16 95% No condensation in

this point Bricks 0,120 0,6 0,20 0,562 4X10⁻⁶ 3X10⁴ 0,124

I -10 2,14 2,03 95% No condensation in

this point OUT

RT= 9,965 ZT= 2,3X10⁶

Ana Latorre Technical descriptions

Ti= 18º C Te= -10ºC / Hri= 75% Hre= 95%

CONCEPT L λ R ∆Tª POINT Tª Vs δ Z ∆V V RÅ OBSERVATIONS

OUT

A -10 2,14 2,03 95% No condensation in

this point Soil 0,25 0,8 0,312 0,85 6X10⁻⁶ 4,16X10⁴ 0,158

B -9,15 2,3 2,18 94% No condensation in

this point Drainage

material 0,12 0,059 2,034 5,546 1X10⁻⁶ 1,2X10⁵ 0,456

C -3,6 3,64 2,64 72% No condensation in

this point Insulation 0,18 0,039 4,61 12,57 1,5X10⁻⁶ 1,2X10⁵ 0,456

D 8,96 8,8 3,0 34% No condensation in

this point Waterproof 0 0 0 0 2X10⁶ 7,6

E 8,96 8,8 10,69 94% No condensation in

this point Concrete 0,3 0,25 1,2 3,272 2X10⁻⁶ 1,5X10⁵ 0,57

F 12,23 10,8 11,26 93% No condensation in

this point Insulation 0,08 0,039 2,05 5,59 1,5X10⁻⁶ 5,3X10⁴ 0,201

G 17,82 15,18 11,46 75% No condensation in


H 18 15,365 11,47 75% No condensation in

this point IN

RT= 10,266 ZT= 2,48X10⁶

Ana Latorre Gantt chart

35

NAME OF THE PROJECT: NURSERY

DATE TO START: 01/09/2009

DATE TO FINISH: 12/05/2010

DURATION TOTAL OF THE WORKS: 8 MONTHS AND 12 DAYS (180 DAYS OF WORK)

18 WORKERS

TASKS:

DEMOLITION 15 DAYS

EARTHWORK 11 DAYS

FOUNDATION AND STRUCTURE 65 DAYS

ROOF AND FAÇADE 35 DAYS

TELECOMMUNICATION INFRAS. 3 DAYS

VENTILATION AND AIR CONDITIONING 9 DAYS

ELECTRICAL INSTALATION 10 DAYS

PLUMBING INSTALATION 10 DAYS

PARTITIONS 20 DAYS

GLASS WALLS 12 DAYS

FIRE PROTECTION INSTALATION 4 DAYS

COATINGS 30 DAYS

FURNITURE AND KITCHEN EQUIPMENT 3 DAYS

PLUMBING FIXTURES 3 DAYS

PAINTS 10 DAYS

CARPENTRY 7 DAYS

CLEANING OF THE AREA 7 DAYS

CONDITIONING OF THE AREA 20 DAYS

GANTT CHART

Ana Latorre Gantt chart

36

Ana Latorre Health and safety

38

Safety and Health study establishes, during the construction of the work, the forecasts

respect to prevention of risks and occupational accidents so that all the works that

compose this work develop surely, avoiding dangerous actions or situations by lack of

foresight, lack of information on the possible risks or means insufficiency, as well as

the sanitary services common to the workers.

It will be serve to give basic directives to the companies’ contractors to carry out his

obligations in prevention field of professional risks taking easy his development under

the control of the Coordinator in Security and Health during the execution of the work.

A Plan to Emergencies is described in addition that guarantees in addition that

guarantees performance standards at the time of facing situations of gravity which

they could take place to assure the attendance, evacuation and putting out of danger

of the personal that works, or is in the work at the moment of the emergency.

The works to make consist of the construction of a NURSERY in Södravägen with

Klyrevagatan in Halmstad (Sweden).

The projected Nursery will be located in Halmstad south-west of Sweden; beside the

Nissan River according to graphic in the situation plane. The accesses are not

completely urbanized which are still an industrial area.

The site has a surface of 3400m² approximately. The topography is flat.

Referring to the services, the lot has provision of electrical energy, water supply,

residual water evacuation through formation communications net.

PROMOTER: Högskolan I Halmstad

BUDGET EXECUTION OF THE PROJECT: 1.062.703,18 euros.

IMPLEMENTATION TIME: 8 months and 12 days.

NUMBER OF WORKERS ANTICIPATED: for the totality of the project will not surpass the

number of 18 workers with different specialities.

AUTHOR: Ana Latorre Martínez (Technical Architect)

HEALTH AND SAFETY


39

1- Previous works to the realization of the work

Before beginning the execution of a work, the first thing that it will be necessary to

consider is the order of realization of the preliminary works, keeping in mind the risks

that can involve. The characteristics of the building won´t only be known to build but

rather, in the visit to the land registrations will located wells, caskets and everything

that indicates the existence of underground conductions, will be requested to the

suppliers companies of service (water, gas, electricity) the different data where they

are signal the situation of the different facilities.

During the previous phase to the execution of the work will be defined the services

which can be affected and that they are necessary for the execution in different phases

of the same one, it will be also proven if the structures of the adjacent buildings can

suffer some damage during the execution of these previous works.

For the level of risk that they offer, the provisional installation of electricity can

damage at third, even it can cause serious accidents. The provisional installation of

water, besides being able to cause damages at third, will also become special attention

to the break of conductions of water that they can be the cause of detachments of the

land with possible repercussions in the foundations in the adjacent buildings.

Finally for the execution of these works the first consideration will be to check the

existence of air or underground conductions and to obtain the pertinent information

on the same ones, the second consideration, not less important than the previous one

it will be to know the data corresponding to the state of the buildings mediators. For

the storing of materials and machinery, it loads and it discharges, as well as the

auxiliary works will not be used the space of the lot occupied by the contructions that

will be carried out.

Barriers

Before the beginning of the work, it will be carried out the edge of the lot along all

their perimeter, maintaining a distance of security from the barriers until the border of

casting of lands similar to 2.00 m. This distance will stay so much in the perimeter of

the work like in the access areas to the same of the machinery and of the personal that

works in her. The hedge will be carried out with welded net, supported with metallic

feet fixed on bases of armed concrete, assuring its assurance and resistance.

These barriers will be built according to the plans and before start to work.

The characteristics of the barrier should be:


40

-The height of the barrier will be same or superior to two meters.

-An access will be enabled for vehicles of 4.5 m of width.

-An independent access will be enabled for personal with a width of leaf of 1m. It’s no

allowed the access of personal for the vehicle access.

Besides this protection hedge a signaling hedge exists, made so that it can be willing of

vertical form and to inform for half symbols and colours that is location should not be

passed over.

Signaling

It will be present at least the following signaling:

-Its obligatory use the safety helmet inside of the construction site.

- Forbidden to park in the area of entrance of vehicles.

-Forbidden the step of pedestrians for the entrance of vehicles.

-Obligatory to use the footwear of the security in the enclosure of the work.

-Forbidden the entrance to all people unaware to the work.

-Work poster


41

2. Provisional facilities of work

A.Service of hygiene

Based on the maximum number of workers who can be found in work, we will

determine the necessary surface and elements for these facilities. In our case the

greater presence of simultaneous personal is approximately 20 workers, determining

the following sanitary elements:

Showers……………………2

Toilets………………………2

Washbasin………………..2

That facilities supplemented by auxiliaries needed as towel, soap…

The changing rooms will be equipped with seats and individual lockers with key, to

store clothing and footwear.

Be available in hot and cold water showers and toilets.

Also, dining rooms equipped with tables and chairs is sufficient number will settle. In

case restaurants exists next to the lot or bars are understood that the work is

equipped for the dining room necessities.

There will be a container for garbage collection.

Perfect state of cleaning and conservation will stay in.

In the work office one will settle a medicine kit of first aid with the minimum content

indicated by the effective legislation, and a multipurpose dry dust extinguisher.

B. Electric installation

According to that said previously we will check the pertinent information to what

refers as regards electric facilities under floor or conduits for where cables of high

intensity circulate or it lowers. Once known this and having the information of the

supplier company will be marked the itinerary and depth of the underground

conduction with the maximum precision. The axis of the conduction will be traced,

being placed a poster that indicates the existent danger, being left an area of security,

to both sides of the excavation axis, of 1.5 meters. The underground conductions of

electricity, they will cover with sand, bricks, tape of plastic in red color and filler

material. With this information, it will be able to begin the works, hedges and

provisional facilities of work. The measures to take will be:


42

1. They will be make with excavating shovel until the depth that the company

authorizes. Starting from there the excavation will continue with manual tools not

pointed.

2. The equipments of individual protection that the workers will use are helmets,

gloves and dielectrics boots. The tools that use will be isolated.

Once we have covered the gutter and before a later mishap or modification is easy to

determine its location if they are followed this: the minimum free depths, of the

different types of service with relationship to the level of the sidewalk, measure in

meters, will be;

- Electricity of High tension 1.2m

- Electricity of Low tension 0.7m

- Lighting 0.40m

Therefore our line it will be of low tension (220-380 volts) so we will locate it of level

from the sidewalk to 0, 7 m. and the illumination 0, 40 m.

The distances among conductions according to the N.T.E. -I.E.R. it has more than

enough external net you line buried they will be:

- High tension, with line of low tension telephony, watter, gas, etc...

0.25m

- Low tension with telephony, watter, gas, etc.. 0.20m

- High tension with line A.T (to same tension) in the same gutter, 0.08m

- High tension with line of A.T with different tension 0.25m

- Low tension with line A.T 0.25m

According to N.T.E. -I.E.R and that predisposed by our project will use

that of Low tension therefore we will have to keep in mind that pointed out

previously concerning our line. Besides that described according to N.T.E. -

I.E.R. for buried lines of low tension the minimum depth will be of 0.7m

following the side walk line and with a minimum separation of 1m. We will also

keep in mind that for the illumination their spread will be able to be carried out

following the line of sidewalks with the medium ones from roadway separation

to a minimum depth of 0.4m and a separation of the line of curb of 0.75m.

Once open the gutter:

1. Placement of layer of colored sand.

2. Placement of the protection conduction that it has also a certain color.

3. Cover the conduction with colored sand and a plastic tape with an

annotation.

4. Placement of line of bricks.

When is finished this it will proceed to cover and compact the earth.

Besides the previous considerations the elevation machines will have


43

anchorages or electric blocks or mechanics that prevent to surpass the

minimum distances of security, being signaled the areas that should not be

passed over, by means of barriers that impede all contact with the parts in

tension.

C. Water supply

This kind of underground canalizations of drinkable water, residual or of watering are

conductions with flow and variable pressure before a break or overflow, they present

flood risk, with nuisances and delays.

In our work, the installation of a provisional net of supply of drinkable water will be

executed to satisfy the necessities. Once it is hired the supply of the assault with the

supplier company, it will be settled the accountant, the general key and the exit to the

different distributions. The assault is located in Södra vägen.

It will settle a derivation for the work huts that it will reflect buried, protected and

signaled.


44

3. Protection against fire:

Types of fires that we will be able to find:

1. In the foundation: electrocution for contacts with buried electric facilities

2. In the structure:

-electrocution for accumulation of takings of earth of the electric machinery

-placing the reinforced steel: fires for the high temperatures in the welding

point and the projection of sparks and incandescent particles.

3. In the waterproof sheet of the cover:

-fires and explosions.

4. In the endings:

-in general in all the operations where electric machinery is used there are

electrocution risk and fires, as well as whenever the welding is used

-in the paintings and varnishes: explosions or fires for inflammation of the

mixture of air / vapors of the solvents.

5. In the permanent facilities:

-in general in all the operations where electric machinery is used there are

electrocution risks and fires, as well as whenever the welding is used

-before the presence of gas the risk of explosions increases.

Fire prevention and fire fighting:

All appropriate measures should be taken by the employer to:

1. Avoid the risk of fire.

2. Control quickly and efficiently any outbreak of fire.

3. Bring about a quick and safe evacuation of persons.

-Sufficient and suitable storage should be provided for flammable liquids,

solids and gases.

-Secure storage areas should be provided for flammable liquids, solids and

gases such as liquefied petroleum gas cylinders, paints and other such materials in

order to deter trespassers.

-Smoking should be prohibited and "No Smoking" notices be prominently

displayed in all places containing readily combustible or flammable materials.

-In confined spaces and other places in which flammable gases, vapors or


45

dusts can cause danger:

1. Only suitably protected electrical installations and equipment, including portable

lamps, should be used.

2. There should be no naked flames or similar means of ignition.

3. There should be notices prohibiting smoking.

4. Oily rags, waste and clothes or other substances liable to spontaneous ignition

should be removed without delay to a safe place;

5. Adequate ventilation should be provided.

-Combustible materials such as packing materials, sawdust, greasy/oily

waste and scrap wood or plastics should not be allowed to accumulate in workplaces

but should be kept in closed metal containers in a safe place.

-Regular inspections should be made of places where there are fire risks.

These include the vicinity of heating appliances, electrical installations and conductors,

stores of flammable and combustible materials, hot welding and cutting operations.

-Welding, flame cutting and other hot work should only be done on the

orders of a competent supervisor after appropriate precautions, as required, are taken

to reduce the risk of fire.

-Places where workers are employed should, if necessary to prevent the

danger of fire, be provided as far as practicable with:

1. Suitable and sufficient fire-extinguishing equipment, which should be easily visible

and accessible;

2. an adequate water supply at ample pressure.

-Fire-extinguishing equipment should be properly maintained and inspected

at suitable intervals by a competent person. Access to fire-extinguishing equipment

such as hydrants, portable extinguishers and connections for hoses should be kept

clear at all times.

-All supervisors and a sufficient number of workers should be trained in the

use of fire-extinguishing equipment, so that adequate trained personnel are readily

available during all working periods.

-Where necessary to guard against danger, workers should be suitably

trained in the action to be taken in the event of fire, including the use of means of

escape.

-Where appropriate, suitable visual signs should be provided to indicate

clearly the direction of escape in case of fire.

-Sufficient and suitable means to give warning in case of fire should be

provided where this is necessary to prevent danger. Such warning should be clearly


46

audible in all parts of the site where persons are liable to work. There should be an

effective evacuation plan so that all persons are evacuated speedily without panic and

accounted for and all plant and processes shut down.

-Notices should be posted at conspicuous places indicating:

1. The nearest fire alarm;

2. The telephone number and address of the nearest emergency services.

Facilities for the extinction of fires:

It will be in the work two extinguishers portable manuals of powder which can be use

for everything. One will remain in the work hut, in an appropriate place for it, and the

other one in the low plant of one of the housings located in the centre of the lot, in a

place appropriate for it.

Personal protections for the workers:

-Helmet of incombustible material

-Clothes insulating of amianthus or knitted with aluminum

-Gloves

-Boots

-Masks

-Leggings

-Teams of autonomous breathing

Signs for the protection against fire:


47

4. Stages of work´s execution

A. Movements of Lands

Description and organization of the Works:

The topography of the land is sensibly horizontal without appreciable

differences. The excavation will be carried out to open sky, to 350 mm deep,

with mechanical facilities (front loader shovel to go down to the required bench

mark, later on retro shovel for the elimination of the ramp).

The earth movements to carry out are:

- The cleaning of the layer of vegetable earth or clear.

- The excavation of the land until arriving to the bench mark required for

the support of the foundation flagstone.

- The excavation of the perimeter executing a gutter to 550 mm deep,

bench mark required for the support of the half-boot run low load walls.

Most common risks:

In the clear:

- Accidents, blows and collisions with machines and vehicles

- Overturns and false maneuvers of the machinery for movement of lands

(excavating machines and trucks)

- Noise and vibrations

- Over efforts

- Others

In the realization of the excavation:

- Fallen to the same one and the different level of people or machinery

- Landslide of the land, buries (for filtrations, vibrations, it overloads, etc.)

- Accidents, blows and collisions with machines and vehicles

- Overturns and false maneuvers of the machinery for movement of lands

(excavating machines and trucks)

- Fall of objects, vehicles, machinery from a superior level

- Floods

- Noise and vibrations

- Over efforts

- Others


48

Preventive norms

In the clear:

- Before the beginning of the works, one will keep in mind the possible

interference with affected services. If it is air electric lines, their discharge will be

requested and it will be signaled with orange net, in a longitudinal way and at a

distance of 5 meters (horizontal plane) regarding the affected line.

- It will be limited the interference with third placing foot barriers in passing in areas of

pedestrians, making you use of the signaling if it is affected to circulation roads, using

you signs as: "Warning gutters”.

- The minimum distances of separation will be delimited among operatives in function

of the tools that use.

- The operatives who don't manage the machinery will remain outside of the radius of

action of the same one, paying special attention when they develop their work near

the machines.

- The works will be suspended under the regimen of rains

In the excavation of gutters and wells

- When the vehicles circulate in normal direction to the cut, the enclosed area will

enlarge that direction in two times the depth of the cut and not less than 4 meters

when it is necessary to place signaling of reduction of speed.

- When the extracted lands are polluted they will be disinfected as well as the walls of

the corresponding excavations.

- Anybody won't work simultaneously in vertical different levels of the same one. In

the event of having to work under these conditions, the operative of the inferior level

will remain with the helmet of security during his work.

- They will be revised the contentions before beginning the work day, tightening the

elbow pieces when they have loosened

- They will be proven that they are expedite the beds of superficial waters.

- These preventions will be carried to an extreme after work interruptions of more

than 1 day and/or atmospheric alterations as rains or icy

- In the event of presence of water (strong rains, breaks of pipes, floods,

Etc.) it will proceed immediately to its reduces, in prevention of alterations of the

land.

- The extracted lands will be gathered at a distance of the border of the excavation, as

minimum, similar to the depth of the gutter. In contented gutters this distance will be

same or bigger to 1 m

- The contention elements won't be used to ascend or to lower the gutter.

- The contentions or part of these will take off when they stop to be necessary only

and for horizontal fringes beginning with the inferior part of the cut.


49

- Any step that is necessary to make on the gutters, will be made with gangplanks

protected in its perimeter with handrails of 0.90 m, intermediate bar and baseboard.

- It will prepare in the work, to provide in each case the indispensable team to the

operative, of a provision of levers, wedges, bars, props and planks that won't be used

for the contention and they will be reserved for their use by the salvage team, as well

as of other means that can be good for eventualities or the operatives' aid that could

have an accident.

- In the works in gutters will have a signalist in the hoisted of loads when the

maneuvers are difficult or the field of vision is limited. The operatives won't remain

under the loads. It will be verified the state of the elements daily of hoisted elements.

- It will be placed some endings which prevent that the vehicles approach on the edge

of the gutters.

- To humidify the front of attack of the excavation to eliminate the powder that takes

place as much as possible.

- When the level of noise taken place by the used machinery will be equal or bigger

than 80 decibels the operatives has to use auditory plugs.

Personal protection

In the clear and in the excavation of gutters and wells:

- Polyethylene helmet (workers will use it, machinists and truck drivers that want or

they should abandon the booths of conduction of the vehicles will use it too).

- Security footwear

- Security rubber boots (or PVC)

- Leather gloves and canvas against mechanical risks

- Work clothes

- Raincoats for humid or rainy atmospheres

- Auditory protection in works with pneumatic machinery

- Glasses against projections

- Mask of filter mechanic (against powder)

- Lumbar bands

B.Works with reinforced steel

Description and organization of the works The steel will be given ready for its placement in work.

The groups of diameters should be hugged with cables.

Detection of the most frequent risks

- Squashing during the load operations and discharge of diameters packages


50

- Squashing and trappings during the operations of assembly of the reinforced steel

- Cut and wounded in hands and feet for handling of round of steel and tools

- Fallen in the placement and bundle of reinforced steel

- Fallen at the same level in the displacements on the reinforced steel

- Trips and twists when walking on the reinforced steel

- Footfalls on sharp objects

- Those derived of the eventual breaks of the steel diameters during the operations of

benting or stretched

- Overefforts

- Others

Basic norms of security

In the reception and manipulation:

- To have a crane of enough capacity and appropriate slings to the discharge to make

- To pay special attention to the elevation operations and transport of the diameters

packages. When the operator of the crane doesn't have enough visibility there will be

somebody that indicates him/her the maneuvers to make

- For the elevation and transport of the packages, they will never be suspended of the

ropes, they will be surrounded with the sling of two points forming an angle of 90º

- During the transport of the packages, nobody will remain under loads

- The storing of the diameters won't affect in passing to the areas

Placement and assembly of the reinforced steel:

- The diameters will be transported suspended of the hook of the crane for their

placement, with slings or stirrups, of two distant points to avoid deformations or

dangerous displacements

- The mounted reinforced steel will never move in a vertical way in their transport,

only for the exact location in situ"

- The location maneuvers in situ of mounted reinforced steel won't be guided

manually, it will be do with ropes in two addresses. Once placed in position, the one

plumbed will be carried out in a manual way

Personal protection

- Security helmet

- Work clothes

- Leather gloves

- Footwear of security (preferably boots)


- Belt behaves – tools

- Security belt (with harness in assembly operations and placement in height, where

risk of fall of height exists)


51

C. Formwork and concrete work

General provisions

-The erection or dismantling of buildings, structures, civil engineering works,

formwork, falsework and shoring should be carried out by trained workers only under

the supervision of a competent person.

- Adequate precautions should be taken to guard against danger to workers arising

from any temporary state of weakness or instability of a structure.

-Formwork, falsework and shoring should be so designed, constructed and maintained

that it will safely support all loads that may be imposed on it.

-Formwork should be so designed and erected that working platforms, means of

access, bracing and means of handling and stabilising are easily fixed to the formwork

structure.


- Fall of people at the same level.

- Fall of people y/u objects at different level.

- Fall of people y/u objects to the emptiness.

- Formwork collapse.

- Formwork breakage.

- Footsteps on sharp objects.

- Footsteps on transit surfaces.

- The derived ones from works on humid or wet grounds.

- Contacts with the concrete (dermatitis by cements).

- Tramping.

- Electrocution. Electric touches.

- Others

Preventive measures type of application during the spill of the concrete.

a) Spill by means of bucket or bucket.

- Forbidden to load the bucket over the permissible fully factored load of the crane

that sustains it.

- The opening of the bucket for spill will be executed exclusively by the incorporated

suitable mechanism to the same one in avoidance of accidents by - blockage or - corks.

b) Norms or preventive measures type of application during the concrete process one

of walls.

- Before the beginning of the spill of the concrete, the Overseer (or Ordered), will

review the good state of security of the timbering of territories containment of the

slopes of the drained one that they interest to the zone of wall that goes away has to

concrete, to make the reinforcements or sanitation that were necessary.


52

- The access to extrados of the wall (formwork space between external and the slope

of the drained one), will take place by means of ladders: Forbidden access, formwork

climbing, being an uncertain action.

- Before the beginning of the concrete one, the Overseer (or Ordered), will review the

good state of security of the formworks ones in prevention of blow-out and I spill.

- Before the beginning of the concrete, and as the formwork ends of the works of, the

servicing platform of coronation of the wall from which will have been constructed to

help the workings of vibrated spill and.

- The formwork for spill and vibrated platform of coronation of, that will settle down

all along of the wall; it will have the following dimensions:

- Length: The one of the wall.

- Width: 60 cm., (3 planks minimum).

-Attachment: Struts on the formwork.

- Protection: Railing of 90 cm. of height formed by banister rails, intermediate strip and

end tile of 15 cm.

- Access: By means of prescribed ladder.

- They will settle down to a minimum range of 2 m.s, (like general norm), forts tops of

end of route, for the vehicles that must on the brink of madness come near the slopes

of the drained one, to spill the concrete (Dumper, truck, concrete mixer).

- The concrete spill in the interior of the formwork one will be made distributing it

throughout the same one uniformly, by regular layers, in avoidance of overloads props

that can deform or burst the formwork.

c) Norms or preventive measures of application during the concrete process one of

forged pillars:

- Before the beginning of the concrete spill, the Overseer (or Ordered),will review the

good state of the security of the formwork, in accident prevention by blow-out or I

spill.

- Before the beginning of the concrete process, one will review the correct disposition

and state of the networks of protection of the works of structure.

- Forbidden final, to climb up the formworks ones of the pillars or to remain in balance

on such.

- Formworks will be watched good behaviour during the spill of the concrete,

paralyzing them at the moment that detects failures. The spill will not be started again

until restoring the decreased stability.

- The good state of the hollows in the forged one will be reviewed, reinstall - the covers

that lack and nailing the releases, daily.

- The good state of the visors of protection against fall of objects, being solved will be

reviewed daily the deteriorations.

- Accesses easy and safe will be arranged to arrive at the work places.

- Forbidden to concentrate concrete loads in a single point. The spill will be made

extending the concrete with smoothness without abrupt unloading, and in ample

surfaces.

- Movable platforms of minimum of 60 cm. wide will settle down (3 joined planks to

each other), from which they execute the works of vibrated of the concrete.


53

- Belt roads will settle down on the surfaces to concrete formed by lines of 3 planks of

minimum total width of 60 cm.

Erection and dismantling of steel and prefabricated structures

-As far as practicable the safety of workers employed on the erection and dismantling

of steel and prefabricated structures should be ensured by appropriate means, such as

provision and use of:

a. ladders, gangways or fixed platforms;

b. platforms, buckets, boatswain's chairs or other appropriate means suspended from

lifting appliances;

c.safety harnesses and lifelines, catch nets or catch platforms;

d .power-operated mobile working platforms.

-Steel and prefabricated structures should be so designed and made that they can be

safely transported and erected, and if required by national laws and regulations each

unit should be clearly marked with its own weight.

-In addition to the need for the stability of the part when erected, when necessary to

prevent danger the design should explicitly take into account:

a.the conditions and methods of attachment in the operations of transport, storing

and temporary support during erection or dismantling as applicable;

b.methods for the provision of safeguards such as railings and working platforms, and,

when necessary, for mounting them easily on the structural steel or prefabricated

parts.

-The hooks and other devices built in or provided on the structural steel or

prefabricated parts that are required for lifting and transporting them should be so

shaped, dimensioned and positioned as:

a.to withstand with a sufficient margin the stresses to which they are subjected;

b.not to set up stresses in the part that could cause failures, or stresses in the structure

itself not provided for in the plans, and be designed to permit easy release from the

lifting appliance. Lifting points for floor and staircase units should be located (recessed

if necessary) so that they do not protrude above the surface;

c. to avoid imbalance or distortion of the lifted load.

-Storeplaces should be so constructed that:

a.there is no risk of structural steel or prefabricated parts falling or overturning;

b.storage conditions generally ensure stability and avoid damage having regard to the

method of storage and atmospheric conditions;

c.racks are set on firm ground and designed so that units cannot move accidentally.

-While they are being stored, transported, raised or set down, structural steel or

prefabricated parts should not be subjected to stresses prejudicial to their stability.

-Every lifting appliance should:

a.be suitable for the operations and not be capable of accidental disconnection;

b.be approved by a competent person, or tested under a proof load 20 per cent

heavier than the heaviest prefabricated part.

-Lifting hooks should be of the self-closing type or of a safety type and should have the

maximum permissible load marked on them.


54

-When necessary to prevent danger, before they are raised from the ground, structural

steel or prefabricated parts should be provided with safety devices such as railings and

working platforms to prevent falls of persons.

-While structural steel or prefabricated parts are being erected the workers should be

provided with and use appliances for guiding them as they are being lifted and set

down, so as to avoid crushing of hands and to facilitate the operations.

-Before it is released from the lifting appliance a raised structural steel or prefabricated

part should be so secured and wall units so propped that their stability cannot be

imperilled, even by external agencies such as wind and passing loads, in accordance

with national laws and regulations.

-At workplaces adequate instruction should be given to the workers on the methods,

arrangements and means required for the storage, transport, lifting and erection of

structural steel or prefabricated parts, and before erection starts a meeting of all those

responsible should be held to discuss and confirm the requirements for safe erection.

-During transport, attachments such as slings and stirrups mounted on structural steel

or prefabricated parts should be securely fastened to the parts.

-Structural steel or prefabricated parts should be so transported that the conditions do

not affect the stability of the parts or the means of transport result in jolting, vibration

or stresses due to blows, or loads of material or persons.

-When the method of erection does not permit the provision of other means of

protection against falls of persons, the workplaces should be protected by guard-rails,

and if appropriate by toe-boards.

-When adverse weather conditions such as snow, ice and wind or reduced visibility

entail risks of accidents the work should be carried on with particular care, or, if

necessary, interrupted.

-Structures should not be worked on during violent storms or high winds, or when they

are covered with ice or snow, or are slippery from other causes.

-If necessary to prevent danger, structural steel parts should be equipped with

attachments for suspended scaffolds, lifelines or safety harnesses and other means of

protection.

-The risks of falling, to which workers moving on high or sloping girders are exposed,

should be limited by all means of adequate collective protection or, where this is

impossible, by the use of a safety harness that is well secured to a sufficiently strong

support.

-Structural steel parts that are to be erected at a great height should as far as

practicable be assembled on the ground.

-When structural steel or prefabricated parts are being erected, a sufficiently extended

area underneath the workplace should be barricaded or guarded.

-Steel trusses that are being erected should be adequately shored, braced or guyed

until they are permanently secured in position.

-No load-bearing structural member should be dangerously weakened by cutting,

holing or other means.

-Structural members should not be forced into place by the hoisting machine while any

worker is in such a position that he could be injured by the operation.


55

Cast-in-situ concrete structures

-The construction of cast-in-situ, large span and multi-storey concrete structures

should be based on plans that:

a.include specifications of the steel, concrete and other material to be used, including

technical methods for safe placing and handling;

b.indicate clearly the position and arrangement of reinforcements in structural

elements;

c.provide, if appropriate, calculations of the load-bearing capacity of the structure.

-During the construction of cast-in-situ, large span and multi-storey concrete

structures, a daily record should be kept of the progress of the work, including

indications of all data which could affect the curing of the concrete.

-Precise procedures for all stages of erection should be prepared and a competent

person appointed to co-ordinate the work and check procedures.

-During pouring, shuttering and its supports should be continuously watched for

defects.

-Loads should not be dumped or placed on setting concrete.

Formwork

-All formwork should be properly designed.

-Clear and concise procedures to cover all stages of work should be prepared.

-A competent person should be appointed to coordinate the work and check that the

procedures are being followed.

-No changes should be made without consulting the co-ordinator.

-All materials and scaffolding should be carefully examined and checked with the

drawings before being taken into use.

-The foundations should be checked to see that the excavated ground conditions are

as the original soil report suggested.

-Shuttering should be examined, erected and dismantled under the supervision of

qualified and experienced persons and, as far as practicable, by workers familiar with

the work.

-The necessary information for the erection of shuttering, including particulars of the

spacing of stringers and props to stringers, should be provided for the workers in the

form of sketches or scale drawings.

-Lumber and supports for shuttering (forms) should be adequate, having regard to the

loads to be borne, spans, setting temperature and rate of pour. Where necessary to

prevent danger, adequate shoring should be provided to support slabs and beams as a

protection against superimposed loads.

-All adjustable shoring should be locked in position when adjusted.

-Shoring should be so arranged that when it is being removed sufficient props can be

left in place to afford the support necessary to prevent danger.


56

- Shoring should be adequately protected from damage from moving vehicles,

swinging loads, etc.

-Shoring should be left in place until the concrete has acquired sufficient strength to

support safely not only its own weight but also any imposed loads. It should not be

removed until authorisation has been given by a competent person.

-Shoring should be adequately braced or tied together to prevent deformation or

displacement.

-To prevent danger from falling parts when shuttering is being taken down, the

shuttering should as far as practicable be taken down whole, or else remaining parts

should be supported.

-Mechanical, hydraulic or pneumatic lifting appliances for handling forms should be

provided with automatic holding devices to prevent danger if the power of the lifting

mechanism fails.

-Vacuum-lifting appliances should only be applied to smooth, clean surfaces.

-Vacuum-lifting devices should be provided with an automatic cut-off to prevent loss

of suction in the event of a power or equipment failure.

D. Permanent facilities

Description and organization of the works

The permanent facilities can be subdivided in:

- Mechanical: elevators, electricity, plumbing, gas and special facilities

- Termomechanics: heating, air conditioning, ventilation.

The trust factor increases the number of accidents.


- Fall of personal to the same and different level

- Fallen of objects

- Cut for handling of manual tools

- Cut for handling of the guides and drivers

- Cut for the handling of foils

- Cut for the managing tools with edge

- Cut for the use of the glass fiber

- Risks that are detected during the connection tests and setting in service of the

installation. Being the most common: Electrocution or burns, for the bad protection of

electric boxes, for incorrect maneuvers in the lines, for use of tools without isolation,

for bridge of the protection mechanisms, for direct connections without pegs male-

female

- Trappings among heavy pieces

- The inherent ones to the use of the autogenous, electric welding, oxiacetilénic and

oxicut


57


- Burns

- Over efforts

- Direct and indirect electric contacts

- Explosion of the torch or of the deposit of liquefied gas

- Trappings between engagements and transmissions, during the setting operations to

point or assembly

- The inherent accidents to the auxiliary equipment to use

- Dermatosis for contacts with fibers

Personal protection

- Polyethylene helmet, during the displacements for the work and in places with risk of

fall of objects or of blows

- Insulating boots for electricity (in connecting works)

- Security boots (in wired)

- Insulating gloves

- Leather gloves

- Work clothes

- Security belt. Types TO, B and C

- Belt appropriate behaver-tools

- Insulating carpet

- Checkers of tension

- Insulating tools

For welding works:

- Welder's glasses

- Welder's helmet

- Hand or fixed welder's screen

- Leather gloves

- Rubber gloves or of PVC

- Leather wrists that cover the arms

- Leather leggings

- Leather apron

E.Installation of electricity


The taking of earth will be carried out with cable. That specified in the

Electrotechnical regulation of low tension will be continued in any event.



58

- Fallen to the same and different level

- Cut and blows for handling of manual tools

- Cut for handling of guides and drivers

- More common risks during the connection and setting in service of the installation

- Electrocution or burns for bad protection in electric boxes

- Electrocution or burns for incorrect maneuvers in the lines

- Electrocution of burns for use of tools without appropriate isolation

- Electrocution or burns for check of protection mechanisms

- Electrocution or burns for direct connections without pegs male-female

- Others


- The portable electric tools will have double isolation of security

- In any case the disconnection of the machine will be made throwing of the cable

- The security belts won't be used if they have deformed rings, or break points are

appreciated

- The embedded conductors will be located in horizontal or vertical address, avoiding

to cross the walls in diagonal

- The work place will be often ordered and cleaned in the phase of opening work and

closing of holes for facilities, to avoid the risks of footfalls or stumbles

- The illumination of the cuts won't be inferior to 100 lux measured to 2 meters of the

floor

- The illumination by means of portable ones will be made using tight lampboxes with

insulating handle fed to 24 volts

- Use of the pegs male-female

- The use of hand stairways or of scaffolds in places with fall risk from heightIt will be

forbiden in work, installing the appropriate protection of security

- The tools to use will be protected with normalized insulating material

- If a fire was originated in an installation in tension, they will come in the following

way:

1. The sources in tension will be disconnected

2. Extinguishers that have the indication of not using in presence of electric current

won't be used

3. Insulating gloves will be used to hold the extinguisher

4. The extinguisher will be at a minimum distance of 0.50 meters of the fire during its

use in facilities of low tension

Personal protection

- Security helmet

- Insulating boots for electricity (in connection works)

- Security boots (in wired)


59

- Insulating gloves

- Work clothes

- Security belt

- Maneuver bench

- Insulating carpet for works in tension

- Checkers of tensión

- Belt behaver-tools appropriate

F. Installation of heating


The conductions will be made of steel galvanized for the tracts in common elements

and of copper inside the housings. The elements of transmission of heat will be steel

radiators.

As it goes getting up the structure, the columns of the heating system will be mounted,

since they will reflect for the interior of walls and wrought.

The installation corresponding to the heating elements will settle at the end.


- Fall to the same and different level

- Fallen of height

- Trappings among heavy pieces

- Infrared and ultraviolet radiations generated during the welding

- Explosions, as well as burns and fires

- The inherent ones to the use of the autogenous welding

- Blows and courts for the handling of tools


- Overefforts

- Others


- The plumbing facilities in height will be executed when the definitive protection are

lifted

- The pipe transport to the shoulder for a single man, will be carried out inclining the

load back, in such a way that the end that goes for before it overcomes man's height


60

- If exists electric lines in work position, they will be left without service, and if this was

not possible it will be protected with insulating cases to avoid the direct contact

- They will recover the protection of the holes of the roofs once carried out the

plumbed, the operative who carries out the plumbed will use security belt

- During the settling of canalization, files and channels, they will be proven the

scaffolds daily

- The places where it is welded will be ventilated, the workers have to use mask,

besides the protection glasses against the radiations

- The work place will stay always clean of rubbles and cuttings, retiring periodically

those that take place and evacuating them to the rubbish storing

Personal protection

- Security helmet

- Leather gloves and security boots

- Leather apron (for weldings)


- Glasses against the radiations

- Mask

- Work clothes

G.Work at height and roof work

Description and general provisions

1. Where necessary to guard against danger, or where the height of a structure or its

slope exceeds that prescribed by national laws or regulations, preventive measures

should be taken against the fall of workers and tools or other objects or materials.

2. Elevated workplaces, including roofs more than 2 m or as prescribed, above the

floor or ground should be protected on all open sides by guard-rails and toe boards

complying with the relevant national laws and regulations. Wherever guard-rails and

toe-boards cannot be provided, adequate safety harnesses should be provided and

used.

3. Elevated workplaces including roofs should be provided with safe means of access

and egress such as stairs, ramps or ladders complying with the relevant national laws

and regulations.

4. If guard-rails are not practicable, persons employed at elevated workplaces

including roofs from which they are liable to fall more than 2 m or as prescribed should

be protected by means of adequate safety nets or safety sheets or platforms, or be

secured by safety harnesses with lifelines securely attached.


61

Preventive norms in the roof work

1. All roof-work operations should be pre-planned and properly supervised.

2. Roof work should only be undertaken by workers who are physically and

psychologically fit and have the necessary knowledge and experience for such work.

3. Work on roofs should not be carried on in weather conditions that threaten the

safety of workers.

4. Crawling boards, walkways and roof ladders should be securely fastened to a firm

structure.

5. Roofing brackets should fit the slope of the roof and be securely supported.

6. Where it is necessary for a person to kneel or crouch near the edge of the roof an

intermediate rail should be provided unless other precautions, such as the use of a

safety harness, are taken.

7. On a large roof where work does not have to be carried out at or near the edge, a

simple barrier consisting of crossed scaffold tubes supporting a tubing guardrail may

be provided. Such barriers should be positioned at least 2 m from the edge.

8. All covers for openings in roofs should be of substantial construction and be secured

in position.

9. Roofs with a pitch of more than 10 should be treated as sloping.

10. When work is being carried out on sloping roofs, sufficient and suitable crawling

boards or roof ladders should be provided and firmly secured in position as soon as is

practicable.

11. During extensive work on the roof, strong barriers or guard-rails and toe boards

should be provided to stop a person from falling off the roof.

12. Where workers are required to work on or near roofs or other places covered with

fragile material, through which they are liable to fall, they should be provided with

sufficient suitable roof ladders or crawling boards strong enough, when spanning

across the supports for the roof covering, to support those workers.

13. A minimum of two boards should be provided so that it is not necessary for a

person to stand on a fragile roof to move a board or a ladder, or for any other reason.


62

14. Purlins or other intermediate supports for fragile roofing material should be

sufficiently close together to prevent danger.

15. Where a valley or parapet gutter of a fragile roof is used for access, protection

against falling through the fragile material should be provided by covering the adjacent

fragile material to a minimum distance of 1 m up the roof.

16. Buildings with fragile roofs should have a warning notice prominently displayed at

the approaches to the roof.

Personal protection:

- Polyethylene helmet

-Security footwear

-Security rubber boots.

-Leather impermeable gloves.

-Rubber gloves or P.V.C.

-Seat belt.

-Work clothing.

-Clothing for rainy weather.

In addition to handling hot bitumen and asphalt will be used:

-Leather boots.

- Leather Gaiters.

- Leather Aprons.

-Leather impermeable gloves.


63

5. Auxiliary Equipment

A. Scaffolds

General provisions

1. Where work cannot safely be done on or from the ground or from part of a building

or other permanent structure, a safe and suitable scaffold should be provided and

maintained or other equally safe and suitable provision should be made.

2. Scaffolds should be provided with safe means of access, such as stairs, ladders or

ramps. Ladders should be secured against inadvertent movement.

3. All scaffolds and ladders should be constructed, erected and used in accordance

with national laws and regulations.

4. Every scaffold should be properly designed, constructed, erected and maintained so

as to prevent collapse or accidental displacement when properly used.

5. Every scaffold and part thereof should be:

a. designed so as to prevent hazards for workers during erection and dismantling;

b. designed so that guard rails and other protective devices, platforms, putlogs, rakers,

transoms, ladders, stairs or ramps can be easily put together;

c. of suitable and sound material and of adequate size and strength for the purpose for

which it is to be used and maintained in a proper condition.

6. The competent authority should establish and enforce laws, regulations or

standards covering detailed technical provisions for the design, construction, erection,

use, maintenance, dismantling and inspection of the different kinds of scaffolds and

ladders used in construction work.

Detection of the most frequent risks:

- Fallen at different level

- Fallen to the hole

- Fallen at the same level

- Throw out of plumb of the scaffold

- Contact with the electric power

- Throw out of plumb or fallen of objects (planks, tools, materials)

- Blows for objects or tools

- Trappings

- Those derived of the suffering of illnesses, not detected (epilepsy, vertigo, etc.)


64


- The work platform, will only be loaded with the strictly necessary materials to assure

the continuity of the works, being distributed these evenly by the whole floor of the

platform

- During the assembly works and disassembly they will use belts of security associated

to anti-fall devices

- In any case the scaffolds will lean on supplementary elements formed by materials of

low resistance or stability

- The hoisted of the loads will be made using pulleys (when some general hoisted

equipment doesn't exist), they will be placed on the vertical element of anyone of the

supplements of height that it consists the scaffold

- Protection visors will be used, under the area of work of the scaffolds embedded to

the tubular structure, of rigid or elastic materials

- When one works on sidewalks in external walls, passing piazzas, that avoid the fall of

objects or materials on those who circulate below the same ones, will be placed

- The works will be prohibited in days of strong wind, or when the adverse

meteorological conditions advise this way it

- It will be forbidden to use scaffolds on the platforms of work of the tubular or hung

scaffolds

- The platform will have a minimum dimension of 60 cm, with nonskid floor, provided

of the following protection handrails:

o Front = 70 cm

o Later = 90 cm

o Of closing = 90 cm

- They will be formed by handrails, intermediate chart and baseboard of

20 cm.

- The materials will be distributed evenly on the work platforms, in prevention of

accidents for unnecessary overload

- It will be forbidden in this work to work on platforms located in levels below other

platforms in those that one is working, in prevention of accidents for fallen of objects

- Anybody won't jump or run on the scaffolds

- The scaffolds will be free of brashes

- Any class of materials won't be thrown from the scaffolds

- In the disassembly they won't allow to fall charts, railway ties or any other element of

the scaffold

- The minimum thickness of the planks which form the platform will be of

50 mm

- When the work platforms are to more than 2 meters high or facilitate an external fall

of more than 2 meters, they will be protected in all their contour with handrails, they


65

will be of 90 cm of minimum height, they will have handrails, intermediate list and

baseboard

- The handrails will have a minimum resistance of group of 150 Kg/m

- The wood to use will be healthy, without defects neither knots visible, to avoid the

risks for break of the planks that form a work surface

Personal protection

If exists expressed approval of the Ministry of Work and Social Security, the garments

of personal protection to use in this work will be homologated.

Besides the obligatory personal protection garments to carry out the task specifies on

a scaffold they must use:

- Polyethylene helmet. Class N

- Security boots. Class III. Degree B

- Nonskid footwear

- Security belt. Class C. Type 2

- Work clothes

Inspection and maintenance

Scaffolds as prescribed by national laws or regulations should be inspected, and the

results recorded by a competent person:

a.before being taken into use;

b.at periodic intervals thereafter as prescribed for different types of scaffolds;

c.after any alteration, interruption in use, exposure to weather or seismic conditions or

any other occurrence likely to have affected their strength or stability.

Inspection by the competent person should more particularly ascertain that:

a.the scaffold is of suitable type and adequate for the job;

b.materials used in its construction are sound and of sufficient strength;

c.it is of sound construction and stable;

d. that the required safeguards are in position.

A scaffold should not be erected, substantially altered or dismantled except by or

under the supervision of a competent person.

Every scaffold should be maintained in good and proper condition, and every part

should be kept fixed or secured so that no part can be displaced in consequence of

normal use.

No scaffold should be partly dismantled and left so that it is capable of being used,

unless it continues to be safe for use.


66

B. Transport, earth-moving and materials. Handling equipment

General provisions

All vehicles and earth-moving or materials-handling equipment should:

a. be of good design and construction taking into account as far as posible ergonomic

principles particularly with reference to the seat;

b.be maintained in good working order;

c. be properly used with due regard to safety and health;

d.be operated by workers who have received appropriate training in accordance with

national laws and regulations.

The drivers and operators of vehicles and earthmoving or materialshandling

equipment should be medically fit, trained and tested and of a prescribed minimum

age as required by national laws and regulations.

On all construction sites on which vehicles, earthmoving or materialshandling

equipment are used:

a.safe and suitable access ways should be provided for them;

b.traffic should be so organised and controlled as to secure their safe operation.

Adequate signalling or other control arrangements or devices should be provided to

guard against danger from the movement of vehicles and earth-moving or materials-

handling equipment. Special safety precautions should be taken for vehicles and

equipment when manoeuvring backwards.

The assistance of a trained and authorised signaller should be available when the view

of the driver or operator is restricted. The signalling code should be understood by all

involved.

When earth-moving or materials-handling equipment is required to operate in

dangerous proximity to live electrical conductors, adequate precautions should be

taken, such as isolating the electrical supply or erecting overhead barriers of a safe

height.

Preventive measures should be taken to avoid the fall of vehicles and earth-moving or

materials-handling equipment into excavations or into water.

Vehicles and earth-moving or materials-handling equipment should not travel on

bridges, viaducts, embankments, etc., unless it has been established that it is safe to

do so.


67

Where appropriate, earth-moving or materials-handling equipment should be fitted

with structures designed to protect the operator from being crushed, should the

machine overturn, and from falling material.

All vehicles and earth-moving or materials-handling equipment should be provided

with a plate or the like indicating:

a.the gross laden weight;

b. the maximum axle weight or, in the case of caterpillar equipment, ground pressure;

c. the tare weight.

All vehicles and earth-moving or materials-handling equipment should be equipped

with:

a.an electrically operated acoustic signalling device;

b. searchlights for forward and backward movement;

c. power and hand brakes;

d. tail lights;

e. silencers;

f. a reversing alarm.

Operators of vehicles and earth-moving or materials-handling equipment should be

adequately protected against the weather or accidents due to impact, crushing or

contact with a moving load by a cab:

a.which is designed and constructed in accordance with ergonomic principles and

provides full protection from adverse weather conditions;

b. which is fully enclosed where dusty conditions are likely to be encountered;

c. which provides the driver with a clear and unrestricted view of the area of

operation;

d. which is equipped with a direction indicator and a rear-view mirror on both sides.

The cab of vehicles and earth-moving or materials-handling equipment should be kept

at least 1 m from a face being excavated.

When cranes and shovels are being moved, out of service, the boom should be in the

direction of travel and the scoop or bucket should be raised and without load, except

when travelling downhill.

On earth-moving and materials-handling equipment, motors, brakes, steering gear,

chassis, blades, blade-holders, tracks, wire ropes, sheaves, hydraulic mechanisms,

transmissions, bolts and other parts on which safety depends should be inspected

daily.

Vehicles and earth-moving or materials-handling equipment should not be left on a

slope with the engine running.


68

Deck plates and steps of vehicles and equipment should be kept free from oil, grease,

mud or other slippery substances.


- Overturn of the machine.

- Accidents.

- Those derived of the maintenance operations (burns, etc.).

- Vibrations and noises.

- Environmental powder, blows and projections.

- Fallen when ascending or to get off the machine.

- Fallen at any level.

- Collide against other vehicles.

- Blows with parts motives of the machine, to be in their action radio

- Sinkings.

- Formation of aggressive atmospheres or you bother.

- Explosion and fires.

- Atrapamientos.

- Cut.

- Contacts with the electric power.

- The inherent ones to the own use place.

- The inherent ones to the own work to execute.


- The motors with transmission through axes and pulleys, will be endowed with

security chassis (lawn mowers, saw, compressors, etc.).

- The electric motors will be covered with security chassis eliminating of the direct

contact with the electric power. Is not allowed their operation without chassis or

important deteriorations of these.

- Is not allowed the manipulation of any component element of a machine worked by

means of electric power, being connected to the supply net.

- The irregular or damaged operation machines will be retired immediately for their

repair.

- The damaged machines that they cannot retire they will signal with warning posters

with the legend: "IT SCHEMES DAMAGED, NOT TO CONNECT"

- Is not allowed the manipulation and adjustment operations and arrangements of

machines to the personnel not specialized specifically in the machine repair object.


69

- As additional caution to avoid the setting in service of damaged machines or of

irregular operation, the starters will be blocked, or in their case, the electric fuses will

be extracted.

- The same person that installs the sign of warning of damaged machine will be the one

in charge of retiring it, in prevention of connections or on in service outside of control.

- The authorized personnel will only be the one in charge of the use of a certain

machine or machinetool.

- The machines that are not of manual sustentation will always lean on even elements

and sign.

- The elevation or descent to machine of objects, will be made slowly, hoisting them in

vertical address.

- The hooks of it hangs of the apparatuses of hoisting they will be free of loads during

the descent phases.

- The loads of suspended transport will always be visible, with the purpose of avoiding

the accidents for lack of visibility of the trajectory of the load.

- The angles without vision of the load trajectory, will be replaced by means of

operatives that using Known signs replaces the vision of the one mentioned worker.

- Is not allowed the permanency or the work of operatives in areas under the

trajectory of suspended loads.

- The apparatuses of hoisting to use in this work, they will be equipped with

constrainer of journey of the car and of the hooks, and of load in tip for interference.

C. Plant, machinery, equipment and hand tools

General provisions

-Plant, machinery and equipment, including hand tools, both manual and power-

driven, should:

a.be of good design and construction, taking into account, as far as possible, health

and safety and ergonomic principles;

b. be maintained in good working order;

c.be used only for work for which they have been designed unless a use outside the

initial design purpose has been assessed by a competent person who has concluded

that such use is safe;

d.be operated only by workers who have been authorised and given appropriate

training;

e.be provided with protective guards, shields, or other devices as required by national

laws or regulations.

-Adequate instructions for safe use should be provided where appropriate by the

manufacturer or the employer, in a form understood by the user.

- As far as practicable, safe operating procedures should be established and used for all

plant, machinery and equipment.


70

-Operators of plant, machinery and equipment should not be distracted while work is

in progress.

-Plant, machinery and equipment should be switched off when not in use and isolated

before any major adjustment, cleaning or maintenance is done.

-Where trailing cables or hose pipes are used they should be kept as short as

practicable and not allowed to create a safety hazard.

-All dangerous moving parts of machinery and equipment should be enclosed or

adequately guarded in accordance with national laws and regulations.

-Every power-driven machine and equipment should be provided with adequate

means, immediately accessible and readily identifiable to the operator, of stopping it

quickly and preventing it from being started again inadvertently.

-The machines or equipment should be so designed or fitted with a device that the

maximum safe speed, which should be indicated on it, is not exceeded. If the speed of

the machine is variable, it should only be possible to start it at the lowest speed

appropriate.

-Operators of plant, machinery, equipment and tools should be provided with personal

protective equipment including, where necessary, suitable hearing protection.

Hand tools

-Hand tools and implements should be tempered, dressed and repaired by competent

persons.

-The cutting edges of cutting tools should be kept sharp.

-Heads of hammers and other shock tools should be dressed or ground to a suitable

radius on the edge as soon as they begin to mushroom or crack.

-When not in use and while being carried or transported sharp tools should be kept in

sheaths, shields, chests or other suitable containers.

-Only insulated or non-conducting tools should be used on or near live electrical

installations if there is any risk of electrical shock.

-Only non-sparking tools should be used near or in the presence of flammable or

explosive dusts or vapours.

Pneumatic tools -Operating triggers on portable pneumatic tools should be:

a.so placed as to minimise the risk of accidental starting of the machine;

b.so arranged as to close the air inlet valve automatically when the pressure of the

operator's hand is removed.

-Hose and hose connections for compressed-air supply to portable pneumatic tools

should be:

a.designed for the pressure and service for which they are intended;

b.fastened securely to the pipe outlet and equipped with a safety chain, as

appropriate.

-Pneumatic shock tools should be equipped with safety clips or retainers to prevent

dies and tools from being accidentally expelled from the barrel.


71

-Pneumatic tools should be disconnected from power and the pressure in hose lines

released before any adjustments or repairs are made.

Electrical tools

-Portable electrical tools should generally be used on reduced voltage to avoid as far as

possible the risk of a lethal shock.

-All electrical tools should be earthed, unless they are "all insulated" or

"double insulated" tools which do not require an earth. Earthing should be

incorporated in metallic cases, and as a safeguard against damaged cables where wires

enter the tool.

-All electrical tools should receive inspection and maintenance on a regular basis by a

competent electrician, and complete records kept.

Woodworking machines

-Shavings, sawdust, etc, should not be removed by hand from woodworking machines

or in their vicinity while the machines are working.

-Where provided, chip and sawdust extraction systems should be maintained in

efficient working order.

-Mechanical feeding devices should be used whenever practicable.

-All cutters and saw blades should be enclosed as far as practicable.

-Circular saws should be provided with strong, rigid and easily adjustable hood guards

for the saw blades and with riving knives of suitable design matched to the saw blade

in use. The width of the opening in the table for the saw blade should be as small as

practicable.

-Portable circular saws should be so designed that when the blade is running idle it is

automatically covered.

-On band saws all the blade, except the operating portion, should be enclosed. Band

wheels should be enclosed with stout guards.

-Band saws should be provided with automatic tension regulators.

-Planing machines should be provided with bridge guards covering the full length and

breadth of the cutting block and easily adjustable in both horizontal and vertical

directions.

-Thicknessing machines should be provided with sectional feed rollers or a kick-back

preventer which should be kept as free as possible.

-Woodworking machines should be properly spaced to avoid accidental injury when

handling large boards or long planks.

Engines

-Engines should:


72

a.be constructed and installed so that they can be started safely and the máximum

safe speed cannot be exceeded;

b.have remote controls for limiting speed when necessary;

c.have devices to stop them from a safe place in an emergency.

-Internal combustion engines should not run for long periods in confined spaces unless

adequate exhaust ventilation is provided.

-When internal combustion engines are being fuelled:

a.the engine ignition should be shut off,

b.care should be taken to avoid spilling fuel;

c.no person should smoke or have an open light in the vicinity;

d.a fire extinguisher should be kept readily available.

-Secondary fuel reservoirs should be placed outside the engine room.

Concrete work equipment

-Concrete mixers should be protected by side railings to prevent workers from passing

under the skip while it is raised.

-Hoppers into which a person could fall, and revolving blades of trough or batch-type

mixers, should be adequately guarded by grating.

-In addition to the operating brake, skips of concrete mixers should be provided with a

device or devices by which they can be securely blocked when raised.

-While the drum of a concrete mixer is being cleaned, adequate precautions should be

taken to protect the workers inside by locking switches open, removing fuses or

otherwise cutting off the power.

-Concrete buckets for use with cranes and aerial cableways should be free as far as

practicable from projections from which accumulations of concrete could fall.

-Loaded concrete buckets should be guided into position by appropriate means.

-Concrete buckets positioned by crane or aerial cableways should be suspended by

safety hooks.

-When concrete is being tipped from buckets, workers should keep out of range of any

kick-back due to concrete sticking to the bucket.

-Concrete bucket towers and masts with pouring gutters or conveyor belts should:

a.be erected by competent persons;

b. be inspected daily.

-The winch for hoisting the bucket should be so placed that the operator can see the

filling, hoisting, emptying and lowering of the bucket. Where this is not practicable, a

banksman should direct the operator.

-If the winch operator cannot see the bucket, he should, where practicable, be

provided with an adequate means indicating its position.

-Guides for the bucket should be correctly aligned and so maintained as to prevent the

bucket from jamming in the tower.

-Scaffolding carrying a pipe for pumped concrete should be strong enough to support

the pipe when filled and all the workers who may be on the scaffold at the same time,

with a safety factor of at least 4.

-Pipes for carrying pumped concrete should:


73

a.be securely anchored at the ends and at curves;

b. be provided near the top with air release valves;

c. be securely attached to the pump nozzle by a bolted collar or equivalent means.

Ana Latorre Budget

76

5 .1 Material requirement budget EUROS

1 Demolitions 50.000,00

1.1.- Complete demolition 50.000,00

2 Land preparation 29.376,82

2.1.- Excavation works 28.433,04

2.2.- Net of horizontal drainage 943,78

3 Foundation 230.158,50

3.1.- Remuneration 192.073,22

3.2.- Superficial 22.326,24

3.2.1.- Footings 22.326,24

3.3.- Stabilize 15.759,04

4 Structures 90.449,52

4.1.- Steel 26.215,76

4.2.- Concrete 64.233,76

4.2.1.- One-way spanning slab(Filligran) 64.233,76

5 Facades 177.551,48

5.1.- Closures 60.275,67

5.2.- Exterior woodwork 68.341,65

5.3.- Exterior´s tops 5.990,92

5.3.1.- Coping 5.990,92

5.4.- Glass 42.943,24

5.4.1.- Special: double glass with chamber 42.943,24

6 Partitions 23.129,50

6.1.- Interior doors 9.245,57

6.1.1.- Wood 9.245,57

6.2.- Helps 13.883,93

7 Installations 67.891,04

7.1.- Heating, ventilating air conditioning and hot water 22.014,38

7.1.1.- Boiler and thermal groups 13.583,79

7.1.2.- Systems of water channeling 4.901,92

7.1.3.- Transmitter by water for the air conditioning 2.980,50

7.1.4.- Mechanism of central control 548,17

7.2.- Electrical 19.538,51

7.3.- Plumbing 11.795,36

7.4.- Against fire 5.487,27

7.4.1.- Extinguishers 360,08

7.4.2.- Signs 73,80

7.4.3.- Emergency lights 189,00

7.4.4.- Alarm and detection 4.864,39

7.5.- Healthiness 7.671,82

7.6.- Security 1.383,70

7.6.1.- Burglar alarm 1.383,70

8 Insulation and waterproof 17.526,88

8.1.- Insulation 10.894,69

Ana Latorre Budget

77

8.2.- Waterproof 6.632,19

9 Roof 167.917,88

9.1.-Green roof 161.750.55

9.2.-PVC gutter 1.031.69

9.3.- White oak´s planks 3.207,60

9.4.-Metallic porch 1.928,04

10 Coatings 99.525,47

10.1.- Wall finishing 9.137,75

10.2.- Paintings in interior walls 9.761,08

10.3.- Floor and paving 59.352,58

10.4.- Suspended ceiling 21.274,06

11 Equipment 18.558,80

11.1.- Toilets 6.092,34

11.2.- Units of prefabricated wood houses for playground 7.550,00

11.3.- Kitchens/galleries 4.916,46

12 Interior urbanization of the plot 22.767,70

12.1.- Exterior illumination 5.632,68

12.2.- Gardening 11.011,00

12.3.- Exterior paving 2.346,30

12.4.- Installation´s distribution 38,32

12.5.- Urban furniture 3.739,40

13 Health and Safety 24.641,77

13.1.- Collective protection equipment 8.851,21

13.1.1.- Electrical protection 257,62

13.1.2.- Against fire protection 603,40

13.1.3.-Shelter and provisional ways 7.990,19

13.2.- Training 1.773,74

13.2.1.- Meetings 1.773,74

13.3.- Personal protection equipment 3.713,88

13.3.1.- For the head 50,40

13.3.2.- Against high falls 760,95

13.3.3.- For eyes and face 49,64

13.3.4.- For hands and arms 253,25

13.3.5.- For the ears 66,80

13.3.6.- For feet and legs 1.100,40

13.3.7.- For the body(protection dress) 1.328,44

13.3.8.- For the respiratory tracks 104,00

13.4.- Preventive medicine and firs aids 1.921,65

13.4.1.- Medical material 311,10

13.4.2.- Medical examination 1.610,55

13.5.- Provisional installations of health and hygiene 3.493,11

13.5.1.- Connection with the prefabricated site office 725,82

13.5.2.-Site office (rent/construction/adaptation) 329,89

13.5.3.- Furniture and equipment 1.110,20

Ana Latorre Budget

78

13.5.4.- Cleaning 1.327,20

13.6.- Signs and closure of the lot 4.888,18

13.6.1.- Markers 437,00

13.6.2.- Fence and access 4.279,93

13.6.3.- Different signs 171,25

14 Machinery 43.207,82

Total.........: 1.062.703,18

The material requirement budget is the amount of ONE MILLION SIXTY TWO

THOUSEN SEVEN HUNDRED THREE EUROS AND EIGHTEEN CENTS

Ana Latorre Budget

79

5.2 BUDGET FOR PROVISION OF THE CONTRACTED SERVICES CHAPTER 1: DEMOLITION 50.000,00 € / 525.000 SEK

CHAPTER 2: LAND PREPARATION 29.376,82 € / 308.456,61 SEK

CHAPTER 3: FOUNDATION 230.158,50 € / 2.416.664,25 SEK

CHAPTER 4: STRUCTURES 90.449,52 € / 949.719,96 SEK

CHAPTER 5: FACADES 177.551,48 € / 1.864.290,54 SEK

CHAPTER 6: PARTITIONS 23.129,50 € / 242.859,75 SEK

CHAPTER 7: INSTALLATIONS 67.891,04 € / 712.855,92 SEK

CHAPTER 8: INSULATION AND WATERPROOF 17.526,88 € / 184.032,24 SEK

CHAPTER 9: ROOF 167.917,88 € / 1.763.137,74 SEK

CHAPTER 10: COATINGS 99.525,47 € / 1.045.017,43 SEK

CHAPTER 11: EQUIPMENT 18.558,80 € / 194.867,4 SEK

CHAPTER 12: INTERIOR URBANIZATION OF THE PLOT 22.767,70 € / 239.060,85 SEK

CHAPTER 13: HEALTH AND SAFETY 24.641,77 € / 258.738.58 SEK

CHAPTER 14: MACHINERY 43.207,82 € / 453.682.11 SEK

MATERIAL REQUIREMENT BUDGET................................... 1.062.703,18 € / 11.158.383,39 SEK

+13% GENERAL COST 138.151,41 €/ 1.450.589,80 SEK

+6% INDUSTRIAL PROFIT 63.762,19 €/ 669.502,99 SEK

TOTAL 1.264.616,78 €/ 13.278.476,19 SEK

+16% VAT (TAX) 202.338,68 €/ 2.124.556,14 SEK

BUDGET FOR PROVISION OF THE CONTRACTED SERVICES…1.466.955,46 €/ 15.403.032,33 SEK

The budget for provision of the contracted services is the amount of ONE MILLION FOUR

HUNDRED SIXTYSIX THOUSEN NINE HUNDRED FIFTYFIVE EUROS ANS FOURTYSIX CENTS.

Ana Latorre Budget

80

5.3 BUDGET IN CHAPTERS

1.1.- Complete demolition

Total subchapter 1.1.-Complete demolition: 50.000,00

Total partial budget nº 1 Demolitions : 50.000,00

Partial budget nº 2 Land preparation

Nº Unit Description Measurement Cost Amount

81

2.1.- Land preparation

2.1.1 M² Clearing and cleaning the area, average depth of 25 cm, mechanical means.

Support preconditions: Before beginning the activities for the implementation

process, the following findings: Study of the possible existence of easements,

buried components, network service or any facilities that may be affected by the

works to start.

Includes: Rethinking. Removal of material for clearing.

Total m² ......: 3.400,000 1,93 6.562,00

2.1.2 M3 Excavation of land in casting, in middle ground, using mechanical means, including

transportation to dump surplus. Executed according to the technical guidance of

the NTE-ADV 2. Measured in natural profile.

Total M3 ......: 4.080,000 4,40 17.952,00

2.1.3 M2 Earthworks of land, using mechanical means, including extend from land

excavation. Executed according to the technical guidance of the NTE-ADE.

Total m2 ......: 1.184,000 3,31 3.919,04

Total subchapter 2.1.-Land preparation: 28.433,04

2.2.- Net of horizontal drainage

2.2.1 Un. Checked sump, the internal dimensions 51x51x65 cm, with prefabricated

reinforced concrete cap.


process, the following checks: Check that the location corresponds to the Project.

Includes: Rethinking the sump. Removal of loose soil from the bottom of the

excavation. Landfill compaction and formation of concrete floor. Formation of the

brick masonry, previously wetted, placed with mortar. Sump protection against the

beating and seals, especially during the filling and compacting. Removal of debris,

cleaning and removal of refuse to landfill.

Conditions of completion: List of conditions that must be the unit of work for

carrying forward the implementation of the remaining units: Sealing.

Total Un. ......: 2,000 118,05 236,10

2.2.2 M Connection to the general drainage network of the municipality, smooth PVC

Series SN-4, annular rigid nominal 4 kN / m², 160 mm in diameter, by adhesive

bonding.


process, the following findings: We find that the layout of the trenches

corresponds to the Project. The ground inside the trench, in addition to free water

should be clean of waste, loose or broken down and land vegetation. Rules of the

company that manages the municipal network.

Includes: redesign and layout of the plant and supply items. Rupture of the

pavement with a compressor. Removal of loose soil from the bottom of the

excavation. Presentation dry pipes and special parts. Discharge of the sand at the

bottom of the ditch. Placement of the collectors. Mounting the installation starting

from the end of header. Clean the areas to be joined. Junction boxes and with the

collector wells. Testing Service. Protection against knocks and set misuse.


carrying forward the implementation of the remaining units: The network will

remain closed until placed in service, no problems in the circulation and have a

rapid evacuation.

Total m ......: 1,000 95,84 95,84

Partial budget nº 2 Land preparation


82

2.2.3 M Collector buried in the foundation slab of smooth PVC Series SN-4, annular rigid

nominal 4 kN / m², 160 mm in diameter, with gasket.


process, the following checks: will be checked for their status and correspond to

the path of Project.

Includes: redesign and layout of the duct floor and slopes. Presentation dry pipes

and special parts. Mounting the installation starting from the end of header. Clean

the area to unite, placing the pieces together and fit. Testing Service.


carrying forward the implementation of the remaining units: The network will be

sufficient tight for avoid movements during subsequent concreting, will be closed

until placed in service, not present problems in the circulation and have a rapid

evacuation.

Criteria for measuring project length as horizontal projection as graphic Project.

Total m ......: 10,820 43,34 468,94

2.2.4 M Collector buried in the foundation slab of smooth PVC Series SN-4, annular rigid

nominal 4 kN / m², 100 mm in diameter, with gasket.



the path of Project.

Includes: redesign and layout of the duct floor and slopes. Presentation dry pipes

and special parts. Mounting the installation starting from the end of header. Clean

the area to unite, placing the pieces together and fit. Testing Service.


carrying forward the implementation of the remaining units: The network will be

sufficient tight for avoid movements during subsequent concreting, will be closed

until placed in service, not present problems in the circulation and have a rapid

evacuation.

Criteria for measuring project length as horizontal projection as graphic Project.

Total m ......: 4,570 31,27 142,90

Total subchapter 2.2.-Net of horizontal drainage: 943,78

Total partial budget nº 2 Land preparation: 29.376,82

Partial budget nº 3 Foundation


83

3.1.- Remuneration

3.1.1 M3 Cleaning concrete H-20 N/mm2 in foundation elements, produced in central

cement CEM II / AV 42.5 R, plastic consistency and maximum aggregate diameter

of 45 mm, placed on work as EHE, chipped and smoothed surfaces. Measured

volume theory.

Total M3 ......: 118,400 109,34 12.945,86

3.1.2 M3 Gravel layer 20 cm thick over the entire surface of the foundation.

Total M3 ......: 1.184,000 125,74 148.935,36

3.1.3 M3 Flooring of concrete M-20 N/mm2 10 cm thick expanded polystyrene plachas

about 20 kg/m3 and 4 cm thick, mesh-sharing and paving gravel 15 cm,

constructed according NTE RSS-4. Measure the surface run.

Total M3 ......: 1.184,000 25,50 30.192,00

Total subchapter 3.1.- Remuneration: 192073,22

3.2.- Superficial

3.2.1.- Footings

3.2.1.1 M3 H-25 concrete pads in N/mm2 pillars, developed in central cement CEM II / AV

42.5 R, plastic consistency and maximum aggregate diameter of 45 mm, placed on

work as EHE, even with steel rebar Project B 400 S steel framework, vibration,

curing and shuttering if necessary. Measured the volume to full excavation theory.

Total M3 ......: 186,940 119,43 22.326.24

Total subchapter 3.2.1.-Footings: 22.326.24

Total subchapter 3.2.- Superficial: 22.326.24

3.3.- Stabilize

3.3.1 M2 Thermal insulation with extruded polystyrene plates of 20 cm thick and smooth

surface floors.

Total M2 ......: 1.184,000 13,31 15.759,04

Total subchapter 3.3.-Stabilize: 15.759,04

Total partial budget nº 3 Foundation: 230.158,50

Partial budget nº 4 Structures


84

4.1.- Steel

4.1.1 Kg Steel S275JR media, hot-rolled profiles series IPN, IPE, UPN, HEA, HEB or HEM,

simple pieces, welded structure.


process, the following findings: Approval by the Director of Implementation of the

Work Program for the assembly, based on project indicators and produced by the

assembler. Welders must be certified by an accredited and qualified in accordance

with the UNE-EN 287-1.

Includes: rethinking and marking lines on the anchor plates. Cleaning and

preparing the same. Placement and fixation of the bracket. Leveling and aplomb.

Implementation of the seams. Final verification of aplomb. Repair of surface

defects.


carrying forward the implementation of the remaining units: surface finish suitable

for further processing of protection. Proper load transfer to the structure.

Criteria for measuring project: Nominal weight as measured by graphic Project.

Total kg ......: 9.327,880 1,61 15.017,89

4.1.2 Kg S275JR steel in beams, hot rolled profiles series IPN, IPE, UPN, HEA, HEB or HEM,

simple pieces, welded structure.


process, the following findings: Approval by the Director of Implementation of the

Work Program for the assembly, based on project indicators and produced by the

assembler. Welders must be certified by an accredited and qualified in accordance

with the UNE-EN 287-1.

Include: redesign of the beam at its supports. Cleaning and preparing the plane of

the system. Placement and provisional fixation of the beam. Leveling and aplomb.

Implementation of the seams. Repair of surface defects.


carrying forward the implementation of the remaining units: surface finish suitable

for further processing of protection. Proper load transfer to the structure.

Criteria for measuring project: Nominal weight as measured by graphic Project.

Total kg ......: 6.955,200 1,61 11.197,87

Total subcapítulo 4.1.- Acero: 26.215,76

4.2.-Prefabricated concrete

4.2.1.- One-way spanning slab

4.2.1.1 M² Filligran

Total m² ......: 914,620 70,23 64.233,76

Total subchapter 4.2.1.-One-way spanning slab: 64.233,76

Total subchapter 4.2.-Prefabricated concrete: 64.233,76

Total partial budget nº 4 Structures: 90.449,52

Partial budget nº 5 Facades


85

5.1.- Closures

5.1.1 M2 M2 clear brick dimensions 25 * 18 * 12, made with cement mortar boards and M-

40 in sores and tendeles 1.2 cm.

Total M2 ......: 543,906 25,89 14.081,73

5.1.2 M2 Asphalt waterproofing sheet of elastomer bitumen (type LBM) of area not

protected by armor composed of fiberglass felt 60 g/m2 coated on both sides with

a mastic of bitumen and oxidized nonstick plastic film, with a weight 3 Kg/m2 half.

Meet the technical requirements of the NBE-QB 90.

Total M2 ......: 543,906 8,01 4.356,69

5.1.3 M2 Walls with oak plywood, wooden battens fixed on 50 * 40 mm anchor Vertical

stapled and recorded with cement mortar and sand for leveling and mark,

including gaskets, moldings and trim finishing. Measure the surface run.

Total M2 ......: 543,906 68,89 37.469,68

5.1.4 M2 Thermal insulation for walls with ventilated chamber, consisting of blankets of

glass wool water repellent, bonded with thermosetting resins, incorporated under

a veil of glass reinforced on one side, with a total thickness of 50 mm.

Total M2 ......: 543,906 8,03 4.367,57

Total subchapter 5.1.-Closures: 60.275,67

5.2.- Exterior woodwork

5.2.1 Un. Window sheet practicable vertical spindle higher fixed y155 * 115 cm total

external, made of aluminum with a minimum of 15 micron anodized in natural

color, even jonquil, pin fastening, hardware crash and safety, installation and

sealing of joints and internal paraments built as NTE-FCL 10.

Total Un. ......: 4,000 251,99 1.007,96

5.2.2 Un. Window of a practicable form of vertical axis and 80 * 115

cm of external action, made with aluminum anodized with a minimum of 15

microns in natural color, even jonquil, pin fastening, hardware crash and safety,

installation and sealing of joints and internal paraments built as NTE-FCL 3 .

Total Un.......: 14,000 239,36 3.351,04

5.2.3 Un. Double sheet wood door measures 180 * 240cm.

Total Un. ......: 7,000 283,43 1.984,01

5.2.4 Ml Balcony door 200 * 235 cm on two sheets practicables in wood for enamelling

sheet size 150 * 210 cm, with glass windows, hardware crash and safety aid

flashing and masonry, fully finished as NTE-FCM 8 and 9. Measure unit attached.

Total Ml ......: 388,800 148,89 57.888,43

5.2.5 Ud Armored door duplex comprising wooden pine treated, formed by twin pillars of

wood 14 cm wide, with wooden interior of the same quality, shielded on both

sides made of steel laminate 0 , 8 mm thick and finishing exterior wood board or as

smooth quarter, even locks up three points, reinforcing plate and cylinder, with

pivot hinges auction fully installed according NTE 8-PPM.

Total Un. ......: 1,000 485,00 485,00

5.2.6 Un. Single glazed glass door for lacquering, frame consisting of 70 * 22 sobrecerco of

70 * 22, flashings, sheet composed of standardized prefabricated perimeter frame

of wood reinforced with intermediate gap with molding and received jonquil, total

thickness 35 mm, edged with solid wood to two songs, including hanging

hardware, security, and knobs with slip and conviction, completely finished

according NTE-PPV 8.

Total Un. ......: 4,000 83,89 335,56

Partial budget nº 5 Facades


86

5.2.7 Un. Wood door in one sheet with dimensions of 100x205 cm.

Total Un. ......: 13,000 253,05 3.289,65

Total subchapter 5.2.-Exterior woodwork: 68.341,65

5.3.- Exterior´s tops

5.3.1.- Coping

5.3.1.1 Ml Coping finishing wall, granite stone rate of 25/35 * 10 cm, seated with mortar

cement and sand 1:6, and even leveling.

Total Ml ......: 281,000 21,32 5.990,92

Total subchapter 5.3.1.-Coping: 5.990,92

Total subchapter 5.3.-Exterior´s tops: 5.990,92

5.4.- Glass

5.4.1.- Special: double glass with chamber

5.4.1.1 M² Double glazing with low emissivity thermal 8/20/12, continuous and sealed with

wedges.


process, the following findings: The joinery shall be completely assembled and

attached to the element support.

Includes: Installation, footwear, assembly and adjustment in carpentry. Sealing

bottom of seal.


carrying forward the implementation of the remaining units: Sealing and correct

attachment of the glass sheet to rack.

Criterion Measurement Project Area to carpentry glazing as graphic

documentation of projects including stained glass on each sheet the size of the

frame.

Total m² ......: 461,656 93,02 42.943,24

Total subchapter 5.4.1.- Special: double glass with chamber: 42.943,24

Total subchapter 5.4.-Glass: 42.943,24

Total partial budget nº 5 Facades: 177.551,48

Partial budget nº 6 Partitions


87

6.1.- Interior doors

6.1.1.- Wood

Un. Blind door with one sheet of 220x110x3, 5 cm, boards of direct glazed shop, pine

country model with molding line.


process, the following findings: The dimensions of the hole and the fence and the

sense of openness, it was at the Project.

Includes: Installation of hanging. Placing the blade. Attaching hardware. Protecting

woodwork against knocks, splashes, etc..


carrying forward the implementation of the remaining units: Strength of the whole.

Total Un. ......: 34,000 158,58 5.391,72

6.1.1.2 Un. Blind door with one sheet of 220x100x3, 5 cm, boards of direct glazed shop, pine





Includes: Installation of hanging.Placing the blade. Attaching hardware. Protecting

woodwork against knocks, splashes, etc..



Total Un. ......: 4,000 157,95 631,80

6.1.1.3 Un Blind door with two sheets 220x170x3, 5 cm, boards of direct glazed shop, pine





Includes: Installation of hanging Placing the blade .Attaching hardware. Protecting

woodwork against knocks, splashes, etc...



Total Un. ......: 13,000 247,85 3.222,05

Total subchapter 6.1.1.-Of wood: 9.245,57

Total subchapter 6.1.-Interior doors: 9.245,57

6.2.- Helps

6.2.1 M² Aid masonry for heating installation.


process, the following findings: Before starting work, will coordinate the various

trades to be engaged.

Includes: Job Opening. Paraments opening holes, walls, floors and slabs, for the

passage of facilities. Flowtubes placement. Placement and received cash for

embedded elements. Sealing holes and voids passage facilities.


carrying forward the implementation of the remaining units: Adequate completion

of the work unit.

Criteria for measuring project: surface, as measured by graphic Project.

Total m² ......: 914,620 3,29 3.009,10

6.2.2 M² Aid masonry for installation of plumbing.





88







of the work unit.


Total m² ......: 914,620 2,50 2.286,55

6.2.3 M² Aid masonry for installation of fire protection.




Includes: Job Opening Paraments opening holes, walls, floors and slabs, for the





of the work unit.


Total m² ......: 914,620 0,21 192,07

6.2.4 M² Aid masonry for the installation of safety.









of the work unit.


Total m² ......: 914,620 2,00 1.829,24

6.2.5 M² Aid masonry for electrical installation.









of the work unit.


Total m² ......: 914,620 3,84 3.512,14

6.2.6 M² Aid masonry for the receipt of the interior woodwork.




Includes: Rethinking and training around the perimeter of the hole to

accommodate the fastening elements of the framework. Presentation, coined,



89

leveling and poise of the framework in the hole. Filled with mortar or screwing of

the fixation frame. Perimeter joint sealants.



of the work unit.


Total m² ......: 914,620 2,42 2.213,38

6.2.7 M² Aid masonry for the receipt of the exterior woodwork.




Includes: Rethinking and training around the perimeter of the hole to

accommodate the fastening elements of the framework. Presentation, coined,

leveling and poise of the framework in the hole. Filled with mortar or screwing of

the fixation frame. Perimeter joint sealants.



of the work unit.


Total m² ......: 914,620 0,92 841,45

Total subchapter 6.2.-Helps: 13.883,93

Total partial budget nº 6 Partitions : 23.129,50

Partial budget nº 7 Installations


90

7.1.- Heating, ventilating air conditioning and hot water

7.1.1.- Boiler and thermal groups

7.1.1.1 Un. Supply and installation of thermal, heating, dimensions 910x2005x1725 mm,

maximum working pressure 5 bar and equipment consists of: boiler body piece of

one sheet steel with a fireplace in excess, surround and control panel, modulating

burner for natural gas and propane gas and ramp. Even safety valve, bleed

connection chimney pipe galvanized single wall of 350 mm diameter and 0.5 mm

thick. Fully installed, wiring, tested and launched, without aid of masonry.

Includes: rethinking by staff. Placing and fixing the boiler, the burner and its

components. Connecting to the network elements. Redesign and implementation

of the connection to the chimney. Redesign and implementation of drainage.

Testing Service. Protection element against knocks and splashes.

Criterion Measurement Project Unit projected as graphic Project.

Total Un. ......: 1,000 13.583,79 13.583,79

Total subchapter7.1.1.-Boiler and Thermal groups: 13.583,79

7.1.2.- Systems of water channeling

7.1.2.1 M Supply and installation of water distribution piping hot climate, consisting of black

steel pipe with welded longitudinal electrical resistance of 15 mm in diameter,

placed on the inside surface of the building through insulated flexible mold

elastomeric foam. Even mounting elements, elbows, tees, sleeves and other

accessories necessary for operation. Fully assembled, connection and tested,

without aid of masonry.

Include: redesign of the pipe. Marking of the media.. Anchor the supports.

Placement and fixation of pipelines. Testing Service. Placing insulation. Protection

element against knocks and splashes.

Criteria for measuring project length depending graphic Project.

Total m ......: 25,820 20,68 533,96



placed on the inside surface of the building through insulated flexible mold




Include: redesign of the pipe. Marking of the media. Anchor the supports.




Total m ......: 140,280 24,79 3.477,54



placed on the inside surface of the building through insulated mold Flexible










91

Total m ......: 4,700 35,16 165,25

7.1.2.4 Un. Supply and installation of flush water distribution system for air conditioning

system consists of 2 m black steel tube welded longitudinal electrical resistance of

25 mm in diameter, placed superficially and shutoff valve. Even mounting

elements, elbows, tees, sleeves and other accessories necessary for operation.

Fully assembled and tested connections, without aid of masonry.


Placement and fixation of pipelines. Testing Service. Protection element against

knocks and splashes.


Total Un. ......: 1,000 44,31 44,31

7.1.2.5 Un. Supply and installation of electrical centrifugal three speed, with a power of 0.11

kW, 1 male threaded mouths "of the pump height 130 mm, body with cast iron

impeller. Includes: rethinking. Connecting to the grid. Testing Service. Protection



Total Un. ......: 1,000 235,43 235,43

7.1.2.6 Un. Supply and installation of closed expansion tank with a capacity of 220 l, height

1075 mm, 550 mm in diameter, with screw 1 1 / 4 "in diameter and 10 bar

pressure, including pressure gauge p / w accessories for proper operation. Fully

assembled and tested connections, without aid of masonry.

Includes: rethinking. Connecting to the grid. Testing Service. Protection element

against knocks and splashes.


Total Un. ......: 1,000 362,55 362,55

7.1.2.7 Un. Supply and installation of automatic air trap buoy and threaded 1 / 2 "diameter

brass cap and body, for a maximum working pressure of 6 bar and a maximum

temperature of 110 ° C, including assembly and other elements accessories

necessary for operation. Fully assembled and tested connections.

Includes: rethinking. Connections. Testing Service. Protection element against

knocks and splashes.

Criterion Measurement Project Unit projected as graphic Project..

Total Un. ......: 4,000 20,72 82,88

Total subchapter 7.1.2.- Systems of water channeling: 4.901,92

7.1.3.- Transmitter by water for the air conditioning

7.1.3.1 Un. Supply and installation of cast iron radiator, heat emission 267.2 kcal / h, according

to UNE-EN 442-1, for an average difference of 50 ° C between the radiator and the

atmosphere, consisting of 4 elements, 562 mm in height, with three columns,

installation of heating water with bitubo system. Even cock thermostatted, holder,

automatic trap, caps, cuts, joints, anchors, brackets, couplings for connection to

the distribution network, soffits and all those accessories necessary for operation.

Fully assembled and tested connections, without aid of masonry.

Includes: Checking facing termination of support. Redesign templates. Fixation by

facing anchoring elements. Location and setting of the units. Mounting accessories.

Connecting to the grid. Testing Service. Protection element against knocks and

splashes.


Total Un. ......: 6,000 77,68 466,08

7.1.3.2 Un. Supply and installation of cast iron radiator, according to UNE-EN 442-1, for an

average difference of 50 ° C between the radiator and the atmosphere, consisting



92

of 9 elements, 562 mm in height, with three columns, installation of heating water

with bitubo system. Even cock thermostatted, holder, automatic trap, caps, cuts,

joints, anchors, brackets, couplings for connection to the distribution network,

soffits and all those accessories necessary for operation. Fully assembled and

tested connections, without aid of masonry.


facing anchoring elements. Location and setting of the units. Mounting accessories.

Connecting to the grid. Testing Service. Protection element against knocks and

splashes.


Total Un. ......: 18,000 139,69 2.514,42

Total subchapter 7.1.3.- Transmitter by water for the air conditioning: 2.980,50

7.1.4.- Mechanism of central control

7.1.4.1 Un. Supply and installation of centralized control of the heating installation to boiler

and radiator circuit comprising electronic central heating. Fully assembled,

connection and tested, without aid of masonry.

Includes: redesign, and fixing the network connection of the adjustment and

control. Testing Service. Cleaning and protection units.


Total Un. ......: 1,000 548,17 548,17

Total subchapter 7.1.4.- Mechanism of central control: 548,17

Total subchapter 7.1.- Heating, ventilating air conditioning and hot water: 22.014,38

7.2.- Electrical

7.2.1 Un. Kw recruitment processing costs with the Company for the supply to the building

from their distribution networks, including supply rights, engage in recruitment

and verification of insurance payment.

Total Un. ......: 1,000 43,05 43,05

7.2.2 Un. Network touchdown for concrete structure of the building with 90 m of bare

copper conductor 35 mm ² and 2 spades.



the path of project, and that there is sufficient space for installation.


carrying forward the implementation of the remaining units: Contacts will be

adequately protected to ensure a steady and correct connection.


Total Un. ......: 1,000 616,90 616,90

7.2.3 Un. Touchdown independent deep rod method.


process, the following findings: The situation corresponds to the Project.

Includes: rethinking. Excavation of the chest. Installing touchdown independent.

Placement of the chest. Connection to the network through a bridge of land for

verification. Testing Service.





Total Un. ......: 1,000 199,32 199,32

7.2.4 Un. Network equalization in the bathroom.



93




Includes: rethinking. Connection of the electrode and the link line. Mounting point

earthing. Delineation of the main land. Subject. Delineation of ground derivations.

Connection of the referral. Connection to the mass of the network. Testing

Service.





Total Un. ......: 6,000 34,84 209,04

7.2.5 Un. Box of protection and safe, installed inside the wall niche.


process, the following findings: The situation corresponds to the Project area and

the location is completely finished. Will test the adequacy of existing rules of the

supplier.

Includes: rethinking the status of channels and anchorages of the box. Fixation.

Connections. Laying of pipes and special parts. Testing Service.


carrying forward the implementation of the remaining units will be guaranteed

permanent access from the street, and security.


Total Un. ......: 1,000 412,44 412,44

7.2.6 Un. General protective box equipped with connection terminals.



the location is fully completed. Will test the adequacy of existing rules of the

supplier.

Included: rethinking the status of channels and anchorages of the box. Set

framework. Positioning the door. Connections. Laying of pipes and special parts.

Testing Service.


carrying forward the implementation of the remaining units will be guaranteed

permanent access from the street, and security.


Total Un. ......: 4,000 333,02 1.332,08

7.2.7 M General line of supply consisting of buried cables with copper conductor unipolar,

under guard of polyethylene pipe, double wall, 75 mm in diameter.





carrying forward the implementation of the remaining units, accessible from

communal areas.


Total m ......: 10,560 18,07 190,82

7.2.8 Un. Centralization of counters in cabinet formed by switch module 160 A of maneuver;

1 module muddy general, 1 safety fuse module, 1 module single phase, three

phase meters 1 module, service module overall sectioning; module clock rate

change to switch 1 module and mud protection, and output terminals connected to



94

ground.


process, the following findings: The situation corresponds to the Project, the site is

complete with its auxiliaries, and their dimensions are correct. Will test the

adequacy of existing rules of the supplier.

Includes: rethinking. Leveling and clamping fittings and fixings. Connections. Laying

of pipes and special parts. Cabling. Testing Service.


carrying forward the implementation of the remaining units: Record power

consumption of the subscriber.


Total Un. ......: 1,000 826,12 826,12

7.2.9 M Shunt three-phase fixed at individual housing area, consisting of single-pole cables

with copper conductors.






communal areas.


Total m ......: 411,980 10,60 4.366,99

7.2.10 Un. Interior grid distribution of general services consisting of: GS; table side table side

lift; circuit wiring with low protective tube for feeding the following common uses:

lighting of staircases and common areas, emergency lighting of stairs and common

areas, door entry or video mail, storage, exterior lighting, other uses (type A);

mechanisms.



the path of project, and that there is sufficient space for installation. Minimum

separation of the pipeline with other facilities.



communal areas.


Total Un. ......: 1,000 7.643,31 7.643,31

7.2.11 Un. Simple point of light installed copper cable, embedded in flexible PVC tube, box of

tools and aids masonry, implemented as Low Voltage Electrotechnical Regulations

and Instructions complementary techniques. Measure the finished unit.

Total Un. ......: 83,000 16,19 1.343,77

7.2.12 Un. Outlet 10/16 A with ground, installed copper cable rated minimum, embedded in

flexible PVC tube 16 mm in diameter, including mechanisms of top-quality link and

junction boxes, with aid masonry executed according NTE IEB-50 Low Voltage

Electrotechnical Regulations and Instructions complementary techniques. Measure

the finished unit.

Total Un. ......: 62,000 29,68 1.840,16

7.2.13 Un. Outlet 10/16 A with ground, installed copper cable section of 4 mm2 minimum

nominal, built-in flexible PVC tube 16 mm in diameter, including mechanisms of

top-quality link and junction boxes, with aid masonry executed according NTE IEB-

50 Low Voltage Electrotechnical Regulations and Instructions complementary



95

techniques. Measure the finished unit.

Total Un. ......: 10,000 32,61 326,10

7.2.14 Un. Outlet 10/16 A with ground, installed copper cable rated minimum section of 6

mm2, embedded in flexible PVC tube 16 mm in diameter, including mechanisms of

top-quality link and junction boxes, with aid masonry executed according NTE IEB-

50 Low Voltage Electrotechnical Regulations and Instructions complementary


Total Un. ......: 4,000 37,48 149,92

7.2.15 Un. Outlet 25 with ground, installed copper cable rated minimum section of 6 mm2,

embedded in flexible PVC tube 20 mm in diameter, including mechanisms of top

quality, junction boxes and liaison, aid masonry executed according NTE IEB-51

Low Voltage Electrotechnical Regulations and Instructions complementary


Total Un. ......: 1,000 38,49 38,49

Total subchapter 7.2.- Eléctrical: 19.538,51

7.3.- Plumbing

7.3.1 M Indoor plumbing, of polyethylene, 32 mm outer diameter, placed superficially

protected against condensation.




Includes: Rethinking the route of the pipeline. Placement and fixation of tubes and

accessories. Placement of the protection of pipelines. Testing Service. Protection



carrying forward the implementation of the remaining units: Pipes have closure

caps, placed at exit points of water, until receipt of the sanitary and taps.


Total m ......: 4,700 12,17 57,20

7.3.2 M Indoor plumbing, of polyethylene (PEX), 20 mm outer diameter, placed superficially

protected against condensation.





accessories. Placement of the protection of pipelines. Testing Service. Protection






Total m ......: 140,280 6,71 941,28

7.3.3 M Indoor plumbing, of polyethylene,15 mm outer diameter, placed superficially.





accessories. Testing Service. Protection element against knocks and splashes.





96



Total m ......: 56,740 2,74 155,47

7.3.4 Un. Supply of underground drinking water supply of 2 m long tube formed by high-

density polyethylene, 75 mm outer diameter.


process, the following findings: We find that the layout of the trenches

corresponds to the Project. Will take into account the minimum separation of

supply to other facilities.

Includes: redesign and layout of the attack, coordinated with other facilities or

features that may have interference. Landfill and compacted concrete hearth in

training. Formation of the brick masonry, previously wetted, placed with cement

mortar. Discharge of the sand at the bottom of the ditch. Placement of the pipe.

Mounting the key cut. Implementation of the envelope stuffing. Protection against

knocks and set misuse. Joining the attack with the overall network of the

municipality. Testing Service.


carrying forward the implementation of the remaining units: Mechanical strength

and tightness.


Total Un. ......: 1,000 465,65 465,65

7.3.5 Un. Supply pipe drinking water from 8 m length of polyethylene (PEX), placed

superficially protected against condensation.




Include: layout and redesign. Attaching the hose to the ornament. Placement of

the protection of pipelines. Protection against knocks and set misuse. Testing

Service.


carrying forward the implementation of the remaining units: Mechanical strength

and tightness.


Total Un. ......: 1,000 350,78 350,78

7.3.6 Un. Sump, prefabricated polypropylene circular section, with top 18 cm in diameter

and stopcocks gate.



the location is completely finished.

Includes: Rethinking the chest. Removal of loose soil from the bottom of the

excavation. Landfill compaction and formation of concrete floor. Placement of

prefabricated chest. Formation of holes for passage of the tubes. Placement and

connection of the stopcock. Placement of the cover and accessories. Protection

against the chest beating and seals, especially during the filling and compacting.


carrying forward the implementation of the remaining units: Accessibility.


Total Un. ......: 1,000 34,72 34,72

7.3.7 Un. Preinstalling accountant water, placed in prefabricated closet, locked gate cut

overall.




97

process, the following findings: The situation corresponds to the Project, the site is

complete with its auxiliaries, and their dimensions are correct.

Includes: rethinking. Placement and fixing of accessories and special parts. Testing

Service.


carrying forward the implementation of the remaining units: Sealing. Registration

of water use of the subscriber.


Total Un. ......: 1,000 748,24 748,24

7.3.8 Un. Pressure group, with 2 horizontal multistage centrifugal pumps with electronic

control.




Includes: rethinking. Placement and fixation of the lobby. Placing and fixing pipes

and accessories. Testing Service. Protection until the completion of the works

against knocks, splashes, etc...


carrying forward the implementation of the remaining units: Appropriate

regulation of pressure.


Total Un. ......: 1,000 3.520,30 3.520,30

7.3.9 Un. Cock brass seat, 1 / 2 "diameter pipe to put on polyethylene (PEX), threaded

through union.


process, the following findings: We find that their situation reflects the Project and

that there is sufficient space for installation.

Includes: rethinking. Placement and fixation. Testing Service. Protection element

against knocks and splashes.


carrying forward the implementation of the remaining units: Adequate grid.


Total Un. ......: 36,000 16,39 590,04

7.3.10 Un. Plumbing for a bathroom with envelope: toilet, double sink, shower, made of

polyethylene (PEX), for the network of hot and cold water.




Includes: Rethinking the route of the pipeline and the status of the keys. Placement

and fixing of pipes and keys. Testing Service. Protection element against knocks

and splashes.





Total Un. ......: 8,000 440,99 3.527,92

7.3.11 Un. Indoor plumbing for the kitchen with envelope to: sink, and took a key step in

dishwashers made from polyethylene (PEX), for the network of hot and cold

water.





98




and splashes.





Total Un. ......: 2,000 263,79 527,58

7.3.12 Un. . Indoor plumbing for toilet, made of polyethylene (PEX), for the network of hot

and cold water.






and splashes.





Total Un. ......: 3,000 292,06 876,18

Total subchapter 7.3.-Plumbing: 11.795,36

7.4.- Against fire

7.4.1.- Extinguishers

7.4.1.1 Un. Supply and placement of fire extinguisher ABC multipurpose dry chemical

antibrasa, pressure built for efficiency 113B-21A-C, 6 kg of extinguishing agent,

with pressure gauge and hose nozzle diffuser. Including support and mounting

accessories. Completely installed.

Includes: rethinking the status of the extinguisher. Placement and fixation of the

bracket. Placement of the extinguisher. Protection against knocks and set misuse.


Total Un. ......: 8,000 45,01 360,08

Total subchapter 7.4.1.- Extinguishers: 360,08

7.4.2.- Signs

7.4.2.1 Un. Supply and placement of plaque marking fire-fighting equipment, in polystyrene

photoluminescent of 210x210 mm.

Includes: rethinking. Placement and fixation elements by facing the anchorage.

Protection element against knocks and splashes.


Total Un. ......: 8,000 6,15 49,20

7.4.2.2 Un. Supply and placement of plaque marking means of escape in polystyrene

photoluminescent of 210x210 mm.

Includes: rethinking. Placement and fixation elements by facing the anchorage.



Total Un. ......: 4,000 6,15 24,60

Total subchapter 7.4.2.- Signs: 73,80

7.4.3.- Emergency lights



99

7.4.3.1 Un. Supply and installation of emergency lighting, linear fluorescent tube. Even

accessories, anchoring and auxiliary material. Fully assembled, connection and

tested, without aid of masonry.

Installation:

- REBT. Regulation for Low Voltage Electro

Includes: rethinking. Fixation by facing anchoring elements. Placement. Protection

element against knocks and splashes. Testing Service.


Total Un. ......: 9,000 21,00 189,00

Total subchapter 7.4.3.- Emergency lights: 189,00

7.4.4.- Alarm and detection

7.4.4.1 Un. Supply and installation of fire detection system consisting of central automatic fire

detection with a maximum capacity of 2 areas of detection, ionic smoke detector,

optical smoke detector, alarm with 12 buttons light type and rearmable plastic cap

tilt pilot action with LED indicator for status on doors, 6 interior sirens optical signal

and noise, and external siren with visual and audible signal. Even pipes protection,

cabling inside and all accessories necessary for proper installation. Fully assembled

and tested connections, without aid of masonry.

Include: redesign of the pipeline and electrical elements of the installation. Laying

and fixing of the protective tube wiring. Assembly of the wiring. Mounting and

wiring of sensors, switches, etc.. Testing Service. Protection against the bumps and

misuse.


Total Un. ......: 1,000 2.755,01 2.755,01

7.4.4.2 Un. . Supply and installation of fire detection system for carbon monoxide (CO) with 2

zones for central modular detection with cockpit modules and two metal control

panel with 17 detectors based, status LED, semiconductor and microprocessor

technology, 8 bits. Even pipes protection, cabling inside and all accessories

necessary for proper installation. Fully assembled and tested connections, without

aid of masonry.

Include: redesign of the pipeline and electrical elements of the installation. Laying

and fixing of the protective tube wiring. Assembly of the wiring. Mounting and

wiring of sensors and center. Testing Service. Protection against the bumps and

misuse.


Total Un. ......: 1,000 2.109,38 2.109,38

Total subchapter 7.4.4.-Deraction and alarm: 4.864,39

Total subchapter 7.4.-Against fire: 5.487,27

7.5.- Healthiness

7.5.1 Un. Drainage of shower trays made up of PVC pipe of 32 mm outer diameter from the

apparatus to siphon the boat, including valves, connections, special joints, and

material aid small masonry, made according to ISS NTE-28. Measure the finished

unit.

Total Un. ......: 2,000 29,91 59,82

7.5.2 Un. Sink drain sinuses formed by two PVC tube 32 mm in outer diameter from the

apparatus to siphon the boat, including valves, connections, special joints, and

material aid small masonry, made according to ISS-22 NTE . Measure the finished

unit.

Total Un. ......: 6,000 36,06 216,36



100

7.5.3 Un. Sink drain trap with two breasts and PVC tube 40 mm outer diameter, installed

from the device, including valves, connections, special joints, and material aid small

masonry, executed according to NTE-25 ISS. Measure the finished unit.

Total Un. ......: 2,000 58,58 117,16

7.5.4 Un. Sink drain trap with PVC pipe and 40 mm outer diameter, installed from the device,

including valves, connections, special joints, and material aid small masonry.

Measure the finished unit.

Total Un. ......: 3,000 45,51 136,53

7.5.5 Un. Drain washer / dishwasher PVC tube 40 mm outer diameter, installed in the

making or referral, including connections, special joints, and material aid small

masonry. Measure the finished unit.

Total Un. ......: 5,000 8,61 43,05

7.5.6 M Descendant of smooth PVC, Series B (UNE-EN 1329-1) of 100 mm in diameter,

glued together.




Includes: redesign and layout of the duct. Presentation dry pipes and special parts.

Marking the position of the braces. Fixing clamps. Mounting set, starting from the

top. Cleaning the area with glue, and gluing the pieces connect. Testing Service.

Protection against knocks and set misuse.


carrying forward the implementation of the remaining units: Sealing. Free

movement with respect to movements of the structure.


Total m ......: 102,860 15,37 1.580,96

7.5.7 M Descendant circular copper Ø 80 mm and 0.60 mm thick.




Includes: redesign and layout of the duct. Presentation dry pipes and special parts.

Marking the position of the braces. Fixing clamps. Mounting set, starting from the

top. Resolution of the seams between pieces. Protection against knocks and set

misuse.


carrying forward the implementation of the remaining units: Sealing. Free

movement with respect to movements of the structure.


Total m ......: 47,800 24,83 1.186,87

7.5.8 Un. Interior net evacuation for bathroom manned for: toilet, double sink, shower, bath,

bidet, made with PVC pipe smooth, Series B (UNE-EN 1329-1) for the network of

drains.




Includes: rethinking. Presentation of pipes and special parts. Splices. Fixations.

Testing Service. Protection against strokes.


carrying forward the implementation of the remaining units will be caps on the

closing-off, pending receipt of medical devices. Mechanical strength and tightness.



101


Total Un. ......: 6,000 478,29 2.869,74

7.5.9 Un. Evacuation to the internal network with allowance for kitchen: sink, and took a

sump in the dishwasher, made with PVC pipe smooth, Series B (UNE-EN 1329-1) for

the network of drains.










Total Un. ......: 2,000 168,68 337,36

7.5.10 Un. Interior net with kitchen evacuation envelope: making and cock for washing dishes,

made with PVC pipe smooth, Series B (UNE-EN 1329-1) for the network of drains.










Total Un. ......: 1,000 168,68 168,68

7.5.11 Un. PVC check valve 110 mm in diameter.



Includes: rethinking the location of the valve. Placement of the valve.


carrying forward the implementation of the remaining units: The connection will

be closed until placed in service.


Total Un. ......: 1,000 121,43 121,43

7.5.12 Un. Hood with dimensions 218x127x304 mm, with a stretch to connect aluminum

tubing.




facing anchoring elements. Placement of the device. Connecting to the network.



carrying forward the implementation of the remaining units, and setting

appropriate position.


Total Un. ......: 1,000 86,44 86,44

7.5.13 Un. Sump of 51 * 51 cm with an average depth of 70 cm on concrete floor in central H-

20/P/25/I-IIa developed 10 cm thick, built of brick, including registration cap of



102

reinforced concrete pipes and connections in and out. Executed according to NTE-

ISS.

Total Un. ......: 6,000 124,57 747,42

Total subchapter 7.5.-Healthiness: 7.671,82

7.6.- Security

7.6.1.- Burglar alarm

7.6.1.1 Un. Anti-theft protection system.




Includes: redesign of the site. Redesign and layout of ductwork. Placement and

fixing of lines and boxes. Connecting pipes and fittings. Cabling. Placement of

sensors. Placement mechanisms. Testing Service. Protection against knocks and set

misuse.


carrying forward the implementation of the remaining units is correct operation.


Total Un. ......: 1,000 1.383,70 1.383,70

Total subchapter 7.6.1.-Burglar alarm: 1.383,70

Total subchapter 7.6.- Security: 1.383,70

Total partial budget nº 7 Installations : 67.891,04

Partial budget nº 8 Insulation and waterproof


103

8.1.- Insulation

8.1.1 M Descendant of sound insulation of 100 mm in diameter, made with sound-

insulating elastomer-fiber of 18 mm thick.


process, the following checks: Check that the surface is dry and clean.


carrying forward the implementation of the remaining units: Stay in the insulating

layer in the space provided. Uniform protection of the entire surface.


Total m ......: 64,240 11,43 734,26

8.1.2 M2 Insulation of the terraces on floors or under deck panels felt naked glass wool

bonded with thermosetting resins.

Total M2 ......: 914,620 6,04 5.524,30

8.1.3 M² Fire protection of the pillars with metal plates.


process, the following findings: Before starting work, verify that the structure is

completed, the deck and facade. The seating surface of the plates must be level

and the floor, if possible, placed and finished, except where the flooring can be

damaged during assembly work, in this case should be completed based seat. The

roofs of the work will be finished, being necessary to the lower surface is coated

forged if they are not going to make false ceilings. The facilities, both plumbing

and heating and electricity, must be taking the floor with waiting for further

distribution throughout the interior of the walls.

Total m² ......: 210,160 22,06 4.636,13

Total subchapter 8.1.-Insulation: 10.894,69

8.2.-Waterproof

8.2.1 M Sealing gasket structural dilatation of 25 mm wide vertical cladding in exterior

polyurethane sealant applied on a gun board and polyurethane sealant cord.


process, the following findings: We comply with the manufacturer's specifications

for the handling and placement.


carrying forward the implementation of the remaining units: Adherence to the

edges of the board and quality seal.


Total m ......: 25,000 13,95 348,75

8.2.2 M2 Waterproofing sheets of asphalt, surface not protected. Meet the technical

requirements of the NBE-QB 90.

Total M2 ......: 914,620 6,87 6.283,44

Total subchapter 8.2.- Waterproof: 6.632,19

Total partial budget nº 8Insulation and waterproof: 17.526,88

Partial budget nº 9 Roof


104

9.1.- Green roof

M2 Roof built on passable comprising water vapor barrier of 1.5 kg/m2 of oxiasfalto

pending lightening with concrete, protective layer of sand and cement mortar 1 cm

thick, ready to receive flooring final run as NTE-QAT 12.

Total M2 ......: 914,620 54,56 49.901,67

9.1.1 M2 Sand for building garden roof

Total M2 ......: 914,620 122,29 111.848,88

9.2.- PVC gutter

Ml PVC gutter circular section and diameter 110 mm, including components and

downspouts mouth of magnets.

Total Ml ......: 64,240 16,06 1.031,69

9.3.- White oak´s planks

9.3.1 M White oak´s planks

Total M ......: 194,400 16,50 3.207,60

Total subcapítulo 9.4.- Tablones de madera de roble blanco biselados: 3.207,60

9.4.- M2 Metal porch located on the terrace and entrance to prevent rainwater includes

transportation and placement

Total M2 ......: 49,260 39,14 1.928,04

Total partial budget nº 9 Roof: 167.917,88

Partial budget nº 10 Coatings


105

10.1.- Wall finishings

10.1.1 M2 Tiled white tile 15 * 15 cm, placed with mortar cement and sand, without gaps left

even after grout joints with white cement paste and cleaning paraments, executed

according to RPA-NTE 3.

Total M2 ......: 69,520 35,38 2.459,62

10.1.2 M2 Stoneware tiles 20 * 20 cm, with cement mortar based, even after grout joints

with white cement paste and cleaning paraments, executed according to NTE RPA-

4.

Total M2 ......: 249,930 26,72 6.678,13

Total subchapter 10.1.-Wall finishing: 9.137,75

10.2.- Paintings in interior walls

10.2.1 M2 Tempera paint on smooth plaster or cement paraments formed by sanding and

cleaning paraments, skilled hand finishing bottom and conducted according NTE-

RPP-18. Measure the surface run.

Total M2 ......: 2.812,990 3,47 9.761,08

Total subchapter 10.2.-Paintings in interior walls: 9.761,08

10.3.- Floor and paving

10.3.1 M2 Parquet wooden splint American Oak 25 * 5 * 1 cm, pasted on with glue prior

paraments horizontal leveling and polishing paste with the same level even with

sanding and varnishing the hands of three abrasion-resistant coating secured by

certificate. Executed according to NTE-CSR.

Total M2 ......: 765,110 50,63 38.737,52

10.3.2 M2 Floor with pieces of ceramic 33 * 33 cm, set with cement mortar tail, even layer of

leveling sand and cement mortar and cleaning paraments built as NTE - RSB 8.

Measure the surface run.

Total M2 ......: 55,950 42,94 2.402,49

10.3.3 M2 Floor with pieces of ceramic 20 * 20 cm, set with cement mortar tail, even layer of

leveling sand and cement mortar and cleaning paraments built as NTE - RSB 8.

Measure the surface run.

Total M2 ......: 76,700 38,98 2.989,77

10.3.4 M Skirting of oak veneer plywood 6x1, 2 cm.


process, the following findings: The paraments horizontal and vertical will be

completed and submitted a flat surface.


carrying forward the implementation of the remaining units, the flatness and

adhesion ornament.


Total m ......: 508,950 3,99 2.030,71

10.3.5 M2 Floor tiles 33 * 33 cm, made up of cement mortar and sand and finish polished,

executed according to NTE RST-6. Measure the surface run.

Total M2 ......: 199,280 29,15 5.809,01

10.3.6 M² Base for floor with mortar 4 cm thick, placed directly on floor.


process, the following findings: We find that the supporting surface has a flatness

and meets the appropriate resistance values taken into account in the scenario

calculation.

Includes: Preparation of the surface. Rethink and prepare together. Placement

Partial budget nº 10 Coatings


106

levels. Pumping and mixing mortar. Implementation of the leveling bar. Cured.

Protection.


carrying forward the implementation of the remaining units: The final area will

meet the requirements of flatness, surface finish and strength.

Criterion Measurement Project Area as measured by graphic Project.

Total m² ......: 1.097,040 6,73 7.383,08

Total subchapter 10.3.- Floor and paving 59.352,58

10.4.- Suspended ceiling

10.4.1 M2 Suspended ceiling plate lightened smooth plaster 1200 * 600 mm size, placed with

metal fasteners, court, final grading and pasta dough with plaster, paint ready

rebir built as NTE-RTC 14. Measure the surface run.

Total M2 ......: 914,620 23,26 21.274,06

Total subchapter 10.4.-Suspended ceilings: 21.274,06

Total partial budget nº 10 Coatings: 99.525,47

Partial budget nº 11 Equipment


107

11.1.- Toilets

11.1.1 Un. Shower trays in china White vitreus, size 70 * 70 cm, including placement and

support of masonry. Measure the finished unit.

Total Un. ......: 2,000 83,31 166,62

11.1.2 Un. Team of top quality taps chrome stainless steel mixing bowl for a shower with

flexible diffuser of 1.50 m. Measure the finished unit.

Total Un. ......: 2,000 74,97 149,94

11.1.3 Un. Team to sink mixer taps, chrome plated brass top quality cross with chrome pipe

and central aerator, regulatory liaison and keys and automatic drain. Measure the

finished unit.

Total Un. ......: 18,000 73,60 1.324,80

11.1.4 Un. Toilet of White vitrified porcelain, formed by cup exit dual screws, seat and lid of

thermoset resins, including placement and support of masonry. Measure the

finished unit.

Total Un. ......: 15,000 160,04 2.400,60

11.1.5 Un. White vitreous china sink, made up of sink 450 * 340 mm, matching pedestal,

screws, anchors, stainless steel and integral overflow holes for taps hinted, even

aid and placement of masonry. Measure the finished unit.

Total Un. ......: 18,000 108,80 1.958,40

11.1.6 Un. Wall urinal in White vitreous china, including screws, manual cock and connection

and special pieces of masonry. Measure the finished unit.

Total Un. ......: 2,000 45,99 91,98

Total subchapter 11.1.-Toilets: 6.092,34

11.2.- Units of prefabricated wood houses for playground

Total subchapter 11.2.- Units of prefabricated wood houses for playground: 7.550,00

11.3.- Kitchens/galleries

11.3.1 Un. Sink mixer taps, stainless steel top quality, with chromed cross, aerator with swivel

spout top, link and connection. Measure the finished unit.

Total Un. ......: 1,000 84,24 84,24

11.3.2 Un. Sink drainer with two breasts on top quality stainless steel with matte finish, 1.20

* 0.5 m, with integral overflow, hinted holes for faucets and drain for 54 mm.

Measure the finished unit.

Total Un. ......: 1,000 140,90 140,90

11.3.3 Un. Taps for washing machine / dishwasher, chrome plated brass top quality, with

chrome crosshead even link and thread-making. Measure the finished unit.

Total Un. ......: 3,000 23,03 69,09

11.3.4 Un. Taps for laundry equipment consisting of two taps wall first quality chromed brass,

with chrome cross, including connection and adjustment.Measure the finished

unit.

Total Un. ......: 1,000 44,98 44,98

11.3.5 Un. Glass-ceramic plate.




facing anchoring elements. Placement of the device. Joint sealants. Connecting to

the network. Protection element against knocks and splashes.


Partial budget nº 11 Equipment


108

carrying forward the implementation of the remaining units: Suitable connection.


Total Ud ......: 1,000 342,94 342,94

11.3.6 Un. Conventional oven.




facing anchoring elements. Placement of the device. Connecting to the network.



carrying forward the implementation of the remaining units: Suitable connection.


Total Un. ......: 1,000 197,97 197,97

11.3.7 Un. Refurbishment of kitchen furniture with 5.25 m below low base and 3 m tall

furniture lacquer finish front with 18 mm thick, coated on both sides, front and all

four edges in textured lacquer, downside in white laminate.


process, the following findings: The situation corresponds to the Project. The

vertical and horizontal parameters of the kitchen will be completed.

Includes: Checking facing termination of support. Redesign templates. Placement

of furniture and accessories. Set the ornament by anchoring elements. Remates.

Protection of furniture and fixtures against knocks and splashes.


carrying forward the implementation of the remaining units: Adequate fixation.

Criterion Measurement Project Unit projected as graphic Project. No corners have

doubled in the measurement of the length of the furniture ups and downs.

Total Un. ......: 1,000 4.036,34 4.036,34

Total subchapter 11.3.-Kitchen/galleries: 4.916,46

Total partial budget nº 11 Equipment : 18.558,80

Partial budget nº 12 Interior urbanization of the plot


109

12.1.- Exterior illumination

12.1.1 Un. Streetlamp with radially symmetrical light distribution, luminaire with cylindrical

diameter of 140 mm and 1400 mm highSupport preconditions: Before beginning

the activities for the implementation process, the following findings: The situation

corresponds to the Project.

Includes: Training for mass concrete foundation. Preparation of the surface.

Fixation of the spine. Placement of the lantern. Placement of the lamp and

accessories. Cleaning and protection against shock element, splashes, etc..


carrying forward the implementation of the remaining units: Adequate lighting

level and uniformity of it. Set to medium.


Total Un ......: 3,000 1.877,56 5.632,68

Total subchapter 12.1.- Exterior illumination: 5.632,68

12.2.- Gardening

12.2.1 M² Sowing grass seed mixtures.


process, the following findings: We can verify that the underground drainage is

sufficient and that the existing soil type is compatible with the requirements of the

species to spread.

Includes: Preparing the ground and paid in the background. Raked and remove all

material larger than 2 cm. Seed distribution. First irrigation.


carrying forward the implementation of the remaining units at the entrenched

field.

Criterion Measurement Project: Area measured in horizontal projection as graphic

Project.

Total m² ......: 1.300,000 8,47 11.011,00

Total subchapter 12.2.-Gardening: 11.011,00

12.3.- Exterior paving

12.3.1 M² Floor with concrete tile for exterior use on paved sidewalks.


process, the following findings: We find that there has been a study of the

characteristics of natural soil on which to act and has made withdrawals or

diversion of services, such as power lines and pipelines for water supply and

sewerage.

Includes: Rethinking the master levels through the laying of ropes. Spread and

compaction of the concrete base. Cleaning and wetting of the base. Spread layer of

sand-cement. Sprinkle with cement surface layer of mortar. Placement at the

laying of the tiles when wet. Training together. Fill joints. Cleaning. Protecting the

front element to transit, rain, frost and high temperatures.

Criterion Measurement Project: Area measured in horizontal projection as graphic

Project. Not taken into account retaceos as a factor for increasing the

measurement, given that the decomposition has been considered as the percent

of overall fractures.

Total m² ......: 90,000 26,07 2.346,30

Total subchapter 12.3.- Exterior paving: 2.346,30

12.4.- Installation´s distribution

12.4.1 Un. Sump of wiring, precast concrete, bottomless, registrability of internal measures

Partial budget nº 12 Interior urbanization of the plot


110

30x30x30 cm, with frame of galvanized steel and reinforced concrete cap trimmed,

39,5 x38, 5 cm.




Total Un. ......: 1,000 38,32 38,32

Total subchapter 12.4.- Installation´s distribution: 38,32

12.5.- Urban furniture

12.5.1 Un. Steel trash with vertical support, with key-type swingarm, circular mouth, 40 liters

of capacity.




Include: redesign of alignments and levels. Placement and fixation of parts.

Protection against shock, rain, frost and high temperatures.


Total Un. ......: 2,000 179,46 358,92

12.5.2 Un. Bank-cast arm with three places, of 1850x840 mm, attached to a support surface

(not included in this price).




Include: redesign of alignments and levels. Placement and fixation of parts.

Protection against shock, rain, frost and high temperatures.


carrying forward the implementation of the remaining units: Adequate fixation.

Good point.


Total Un. ......: 4,000 433,31 1.733,24

12.5.3 Un. Slides, swings, seesaws and other recreational equipment

Total Un. ......: 6,000 274,54 1.647,24

Total subchapter 12.5.-Urban furniture: 3.739,40

Total partial budget nº 12Interior urbanization of the plot: 22.767,70

Partial budget nº 13 Health and safety


111

13.1.- Collective protection equipment

13.1.1.- Electrical protection

13.1.1.1 Un. Supply and placement of portable hand-held lamp, basket with protector and

handle insulator (repayable in 3 uses).

Includes: assembly, installation and testing.

Criterion Measurement Project Survey measured by length or Basic Study of

Safety and Health.

Total Un. ......: 10,000 5,16 51,60

13.1.1.2 Un. Supply and placement of picture control and protection works to a maximum

power of 25 kW (repayable in 4 uses).

Includes: Installation of the closet. Assembly, installation and testing.

Criteria for measuring project unit designed as study or study Basic Occupational

Safety and Health.

Total Un. ......: 1,000 206,02 206,02

Total subchapter 13.1.1.-Electrical protection: 257,62

13.1.2.- Against fire protection

13.1.2.1 Un. Supply and placement of extinguisher ABC dry chemical, efficiency 34A/233B of 6

kg of extinguishing agent, a backing, a pressure gauge with diffuser nozzle and

verifiable, according to UNE 23110.

Includes: Location of fire extinguishers in facing. Placing and fixing brackets. Hang

the extinguishers. Assembly and installation.


Safety and Health.

Total Un. ......: 4,000 50,09 200,36

13.1.2.2 Un. Supply and placement of extinguisher CO2 dry ice, efficiency 89b, 5 kg of

extinguishing agent, model NC-5-P, with stand and nozzle with diffuser, according

to UNE 23110.

Includes: Location of fire extinguishers in facing. Placing and fixing brackets. Hang

the extinguishers. Assembly and installation.


Safety and Health.

Total Un ......: 4,000 100,76 403,04

Total subchapter 13.1.2.- Against fire protection: 603,40

13.1.3.- Shelter and provisional ways

13.1.3.1 M Supply, erection and dismantling marquee perimeter protection built into the

roof .

m flight, consisting of metal modules of 2.0 m (redeemable in 20 uses), made up

of support jaw, and begun platform of pine boards comprising 20x3, 8 cm

together by nails (redeemable in 10 uses)..

Includes: assembly, installation and testing.


Safety and Health.

Total m ......: 291,400 27,42 7.990,19

Total subchapter 13.1.3.- Shelter and provisional ways: 7.990,19

Total subchapter 13.1.- Collective protection equipment: 8.851,21

13.2.- Training

13.2.1.- Meetings

13.2.1.1 Un. Committee Meeting on Safety and Health at Work, considering a meeting of two



112

hours. The Committee shall consist of one qualified in health and safety level for

workers, two workers with the rank of 2nd officer, an assistant and a supervisor of

Health and Safety Officer with the rank of 1st.


Safety and Health.

Total Un. ......: 1,000 116,34 116,34

13.2.1.2 Un. Hours to talk training on Safety and Health at Work, carried out by qualified

technicians belonging to a consultancy firm in Security and Risk Prevention.

Includes: Part proportional loss of working hours for workers who attended the

talk, considering an average of six people.


Safety and Health.

Total Un. ......: 20,000 82,87 1.657,40

Total subchapter 13.2.1.-Meetings: 1.773,74

Total subchapter 13.2.-Training: 1.773,74

13.3.- Personal protection equipment

13.3.1.- For the head

13.3.1.1 Un. Provision of safety for the hull construction, with harness clamp. Approved and

marked with CE certificate.


Safety and Health.

Total Un. ......: 15,000 3,36 50,40

Total subchapter 13.3.1.-For the head: 50,40

13.3.2.- Against high falls

13.3.2.1 Un. Provision of safety belt with a suspension point mooring (repayable in 4 uses).

Approved and marked with CE certificate.


Safety and Health.

Total Un. ......: 5,000 16,11 80,55

13.3.2.2 Un. Equipment safety harness simple arresters with a lanyard built consisting of a

tubular elastic ribbon 1.5 m with shock impact on the end in carrying bag

(repayable in 4 uses. Approved and marked with CE certificate.


Safety and Health.

Total Un. ......: 5,000 19,11 95,55

13.3.2.3 Un. Arresters supply device for fastening a nylon rope, 16 mm (4 in depreciable uses).



Safety and Health.

Total Un. ......: 5,000 67,87 339,35

13.3.2.4 M Supply, erection and dismantling of the rope guide arresters high tenacity nylon

16 mm in diameter. Approved and marked with CE certificate.


Safety and Health.

Total m ......: 50,000 4,91 245,50

Total subchapter 13.3.2.- Against high falls: 760,95

13.3.3.- For eyes and face

13.3.3.1 Un. Providing impact protection goggles (redeemable in 3 uses). Approved and



113

marked with CE certificate.


Safety and Health.

Total Un. ......: 10,000 4,16 41,60

13.3.3.2 Un. Provision of protective screen welders in thermoforming material, clamping a

hand (redeemable in 5 uses). Approved and marked with CE certificate.


Safety and Health.

Total Un. ......: 3,000 2,68 8,04

Total subchapter 13.3.3.- For eyes and face: 49,64

13.3.4.- For hands and arms

13.3.4.1 Un. Pair of rubber gloves, latex .Approved and marked with CE certificate.


Safety and Health.

Total Un. ......: 5,000 3,82 19,10

13.3.4.2 Un. Supply pair of gloves for general use of canvas and suede. Approved and marked

with CE certificate.


Safety and Health.

Total Un. ......: 15,000 3,12 46,80

13.3.4.3 Un. Supply pair of suede gloves lined welder for fireproofing, as RD 773/97. Approved

and marked with CE certificate.


Safety and Health.

Total Un. ......: 3,000 9,73 29,19

13.3.4.4 Un. Provision of dielectric pair of gloves for electricians, insulating up to 5000 V,

according to RD 773/97. Approved and marked with CE certificate.


Safety and Health.

Total Un. ......: 3,000 52,72 158,16

Total subchapter 13.3.4.- For hands and arms: 253,25

13.3.5.- For the ears

13.3.5.1 Un. Provision of hearing protectors with a head harness and anatomic alignment with

the central cushion (repayable in 3 uses). Approved and marked with CE

certificate.


Safety and Health.

Total Un. ......: 5,000 10,20 51,00

13.3.5.2 Un. Provision of anti-game silicone plugs. Approved and marked with CE certificate.


Safety and Health.

Total Un. ......: 10,000 1,58 15,80

Total subchapter 13.3.5.- For the ears: 66,80

13.3.6.- For feet and legs

13.3.6.1 Un. Supply of water boots without zipper. Approved and marked with CE certificate.


Safety and Health.

Total Un. ......: 15,000 31,69 475,35



114

13.3.6.2 Un. Supply of boots for electrical insulation, up to 5000 V. Approved and marked with

CE certificate.


Safety and Health.

Total Un. ......: 15,000 41,67 625,05

Total subchapter 13.3.6.- For feet and legs: 1.100,40

13.3.7.- For the body(protection dress)

13.3.7.1 Un. Provision of a single work piece of polyester-cotton. Approved and marked with

CE certificate.


Safety and Health.

Total Un. ......: 15,000 18,94 284,10

13.3.7.2 Un. Provision of protective apron welder in suede with buckle closure and side.



Safety and Health.

Total Un. ......: 2,000 17,72 35,44

13.3.7.3 Un. Supply belt bag with multiple compartments for tools. Approved and marked with

CE certificate.


Safety and Health.

Total Un. ......: 15,000 25,26 378,90

13.3.7.4 Un. Provision of reflective bib butane or yellow color. Approved and marked with CE

certificate.


Safety and Health.

Total Un. ......: 15,000 22,58 338,70

13.3.7.5 Un. Provision of protective belt with lumbar and abdominal support broad subject.



Safety and Health.

Total Un. ......: 15,000 19,42 291,30

Total subchapter 13.3.7.- For the body(protection dress): 1.328,44

13.3.8.- For the respiratory tracks

13.3.8.1 Un. Supply of semi anti-mask, a filter (repayable in 3 uses). Approved and marked with

CE certificate.


Safety and Health.

Total Un. ......: 10,000 9,36 93,60

13.3.8.2 Un. Supply of replacement filter semi-mask for anti-DR. Approved and marked with CE

certificate.


Safety and Health.

Total Un. ......: 10,000 1,04 10,40

Total subchapter 13.3.8.- For the respiratory tracks: 104,00

Total subchapter 13.3.- Personal protection equipment: 3.713,88

13.4.- Preventive medicine and firs aids

13.4.1.- Medical material



115

13.4.1.1 Un. Supply and placement of emergency kits for office work, with the minimum

required, installed in the locker room.

Includes: rethinking the layout and ornament. Placement and fixation with screws.

Protection against shock element. Assembly, installation and testing.


Safety and Health.

Total Un. ......: 1,000 103,98 103,98

13.4.1.2 Un. Provision of sanitary materials for the emergency kit placed in the locker room

during the course of the work.

Includes: Party Proportional means.


Safety and Health.

Total Un. ......: 2,000 103,56 207,12

Total subchapter 13.4.1.- Medical material: 311,10

13.4.2.- .- Medical examination

13.4.2.1 Un. Compulsory annual medical examination for workers.

Includes: Part proportional loss of working hours by the employee of the

company, due to displacement from the workplace to the Medical Center.


Safety and Health.

Total Un. ......: 15,000 107,37 1.610,55

Total subchapter 13.4.2.- .- Medical examination: 1.610,55

Total subchapter 13.4.- Preventive medicine and firs aids: 1.921,65

13.5.- Provisional installations of health and hygiene

13.5.1.- Connection with the prefabricated site office

13.5.1.1 Un. Connection to stand prefabricated plumbing works, including connection to the

general municipal network, to a maximum distance of 8 m.

Includes: manual excavation of trenches and cleaning up loose soil excavated from

the bottom. Redesign and layout of the pipe at the plant. Presentation of the dry

pipe and special parts. Discharge of the sand at the bottom of the ditch.

Placement of the polyethylene pipe 25 mm in diameter, high density and 15 kg /

cm ² with a maximum pressure of collar-making foundry. Mounting the installation

and connection to the general municipal network. Replacement of concrete

pavement with mass. Assembly, installation, testing and subsequent removal.


Safety and Health.

Total Un. ......: 1,000 107,66 107,66

13.5.1.2 Un. Connnection prefabricated house sanitation workers, including connection to the

general municipal network, to a maximum distance of 8 m.

Includes: manual excavation of trenches and cleaning up loose soil excavated from

the bottom. Redesign and layout of the duct floor and slopes. Presentation dry

pipes and special parts. Discharge of the sand at the bottom of the ditch.

Placement of the collectors who make up the onslaught. Mounting the installation

and connection to the general municipal network. Replacement of concrete

pavement with mass. Assembly, installation, testing and subsequent removal.


Safety and Health.

Total Un. ......: 1,000 434,10 434,10

13.5.1.3 Un. Provisional electricity connection prefabricated house work, including connecting



116

to the network of the supplier, up to a maximum distance of 50 m.

Include: redesign of the roof or wooden supports. Flattening and orientation of

the supports. Tended to the driver. Stretched between the supports of the

conductors. Stapling of the cable in the walls. Installation of junction boxes and

protection. Protection against moisture insulated conductor. Mounting the

installation and connection to the network of the supplier. Assembly, installation,

testing and subsequent removal.


Safety and Health.

Total Un. ......: 1,000 184,06 184,06

Total subchapter 13.5.1.- Connection with the prefabricated site office: 725,82

13.5.2.- Site office (rent/construction/adaptation)

13.5.2.1 Un. Monthly rental house for prefabricated toilets at work with Turkish plate, two

plates of shower and sink faucets.


Safety and Health.

Total Un. ......: 1,000 329,89 329,89

Total subchapter 13.5.2.- Site office (rent/construction/adaptation): 329,89

13.5.3.- Furniture and equipment

13.5.3.1 Un. Supply and laying of 10 individual lockers (redeemable in 3 uses), 10 perches, 2

benches for 5 persons (2 redeemable in use), mirror, 2 roll (redeemable in 3 uses),

2 soapers (redeemable in 3 uses) in booth dressing for work and / or toilets,

including assembly and installation.

Includes: placement and fixation of the elements. Protection against shock

element.


Safety and Health.

Total Un. ......: 1,000 1.110,20 1.110,20

Total subchapter 13.5.3.- Furniture and equipment: 1.110,20

13.5.4.- Cleaning

13.5.4.1 Un. Hours of cleaning and disinfection of the house or work in a swing made by

ordinary construction laborer. Includes: proportionally cleanup materials and

elements.


Safety and Health.

Total Un. ......: 60,000 22,12 1.327,20

Total subchapter 13.5.4.-Cleaning: 1.327,20

Total subchapter 13.5.- Provisional installations of health and hygiene: 3.493,11

13.6.- Signs and closure of the lot

13.6.1.- Markers

13.6.1.1 M Supply, placement and removal of tape two tone red / white plastic for buoyage

of 8 cm.

Includes: placement, installation and testing.


Safety and Health.

Total m ......: 200,000 0,98 196,00

13.6.1.2 M Supply, placement and removal of banners for hanging signs, reflective, made of

plastic red / white, placed on supports in place. Includes: placement, installation



117

and testing.


Safety and Health.

Total m ......: 50,000 2,42 121,00

13.6.1.3 Un. Supply and placement of reflective cone to buoyage, unbreakable, 50 cm in height

(redeemable in 5 uses).

Includes: placement, installation and testing.


Safety and Health.

Total Un. ......: 30,000 4,00 120,00

Total subchapter 13.6.1.- Markers: 437,00

13.6.2.- Fence and access

13.6.2.1 M Supply, erection and dismantling of removable fence made of prefabricated racks

3.50 x2, 00 m in height. Include: redesign of the supports. Accessories included

fixing. Assembly and subsequent removal of access, fencing and accessories.


Safety and Health.

Total m ......: 516,900 8,28 4.279,93

Total subchapter 13.6.2.- Fence and access: 4.279,93

13.6.3.- Different signs

13.6.3.1 Un. Supply, placement and removal of safety sign standard.

Include: redesign of the supports. Excavation and opening of the wells. Placement,

alignment and poise of the carriers. Concreting of the shaft. Assembly.


Safety and Health.

Total Un. ......: 5,000 13,14 65,70

13.6.3.2 Un. Supply, placement and removal of signs of risk standard of 30x30 cm.

Include: redesign of the supports. Excavation and opening of the wells. Placement,

alignment and poise of the carriers. Concreting of the shaft. Assembly.


Safety and Health.

Total Un. ......: 5,000 16,90 84,50

13.6.3.3 Un. Supply, placement and removal of plaque or signage information about risks of

PVC.

Include: redesign of the plates. Mechanical fixing to the bracket. Assembly.

Subsequent disassembly.


Safety and Health.

Total Un. ......: 5,000 4,21 21,05

Total subchapter 13.6.3.- Different signs.: 171,25

Total subchapter 13.6.- Signs and closure of the lot: 4.888,18

Total partial budget nº 13Health and safety: 24.641,77

Partial budget nº 14 Machinery


118

14.1 Un. Crane for construction

Total Un. ......: 1,000 21.480,65 21.480,65

14.2 Un. Bucket loader

Total Un. ......: 1,000 4.989,32 4.989,32

14.3 Un. Backhoe

Total Un. ......: 1,000 4.052,21 4.052,21

14.4 Un. Scaffolding

Total Un. ......: 1,000 3.798,64 3.798,64

14.5 Un. Concrete bomb

Total Un. ......: 1,000 8.887,00 8.887,00

Total partial budget nº 14 Machinery : 43.207,82

Ana Latorre Budget

119

Ana Latorre

As an extra part I am going to enclose a disabled study

in my stayed in Sweden I have realized that it’s a very important question to

attention.

Parking place:

Although we don’t have a specific parking place in our lot

one accessible space with dimensions of

least one parking for each 25.

It is necessary that these parking spaces are located as close as possible to the main

entrance, and preferably at the same level as this, so that access is not hampered with

stairs. It is desirable, if it´s possible, to

There should be ramps that will save the small slope of the sidewalk or walkway and

floor of the parking lot. These ramps should have a maximum gradient of 6%, a

minimum width of 100 cm, side with a height of 5 cm and anti

uniform.

Doors:

Thresholds should be at floor level, without obstacles

move one or 2 people with a dog must have a minimum width of 120 cm and interior

doors must have a minimum free width of 100 cm.

change anything because all the measures of the doors obey the regulation.

The color should contrast with the handle around the area.

we will place a sticker of contrasting color in the glass

cm.

A contrasting color on the floor also helps to direct the eyes towards the door.

To facilitate the identification of entry to people with visual impairments, the door or

frame must be contrasting colors to the wall.

DISABLED STUDY

Disabled study

121

xtra part I am going to enclose a disabled study realized in the building because

in my stayed in Sweden I have realized that it’s a very important question to

lthough we don’t have a specific parking place in our lot, in the street we will

one accessible space with dimensions of 500 x 380 cm. By regulation, be assigned at

least one parking for each 25. Appropriate sign will be placed to indicate the area



possible, to be protected from sun and rain.



minimum width of 100 cm, side with a height of 5 cm and anti-skid surface, firm and

at floor level, without obstacles. The main entrance doors, to


doors must have a minimum free width of 100 cm. In our building we don´t need to

change anything because all the measures of the doors obey the regulation.

The color should contrast with the handle around the area. In the glass doors of inside

we will place a sticker of contrasting color in the glass at the chest height or every 120



frame must be contrasting colors to the wall.

Disabled study

realized in the building because

in my stayed in Sweden I have realized that it’s a very important question to pay

in the street we will provide

500 x 380 cm. By regulation, be assigned at

be placed to indicate the area





skid surface, firm and

main entrance doors, to


our building we don´t need to

In the glass doors of inside

at the chest height or every 120



Ana Latorre Disabled study

122

Doors with door closers should be fitted with automatic door openers. Other doors can

sometimes also be too heavy for many people to open and should therefore be fitted

with automatic door openers. When designing doors with automatic door openers it is

important that the various component functions are located correctly (see above), that

operating buttons are contrast-marked, that areas where the door opens are marked

or, alternatively, that the door is fitted with safety sensors, and that account is taken

of similar considerations.

Ramps and elevator:

We don’t have stairs at the entrance and inside either so we don’t need elevator but in

the entrance for avoid the stair and for help we will make a ramp of 100 cm minimum

width and we will put two handrails one in the stair side at 90 cm for non disabled

people or people using cane and another in the ramp side at 75 cm for people with

wheelchairs.

Steps and walking areas:

Walking areas shall be designed so that people with limited mobility or orientation

capacity can move about on them and so that people in wheelchairs can also move

around without assistance.

Walking areas shall be level, firm and non-slip. There shall be special guide paths on

open surfaces.


123

They have to be free from obstacles. Must have a minimum width of 180 cm, with a

banister located 90 cm from the floor, tactile strips of 20 cm on both sides of the

walking corridor floor.

Contrast and markings:

Important destinations, walking areas, stairs and ramps shall be easy to identify.

Stairs shall be supplied with contrast markings so that partially sighted people and

people with other orientation difficulties are able to discern the level difference.

Contrast in relation to the surroundings can, for instance, be achieved by inserting

material with a different structure and lightness in the ground surfacing, such as

clearly perceptible paving stones in asphalt surfaces.

Guide paths should provide both visual and tactile contrast in relation to their

surroundings.

Grass edges, walls, fences, edges and facades are natural boundaries that can

facilitate orientation for partially sighted people and people with other orientation

difficulties.

Walking areas with contrast marking should be designed so they do not result in a

risk of stumbling. A lightness contrast of at least of at least 0.40 according to the NCS

(Natural Color System) between the contrast marking and the surrounding ground

surfacing can greatly assist partially sighted people and people with other

orientation difficulties in discerning the marking.

Logical color systems facilitate orientation for people with intellectual disabilities or

other orientation difficulties. The markings should be made in a consistent way

throughout the area.

Bathrooms:

When a toilet is provided for the general public, at least one toilet shall be usable

by people with wheelchairs for restricted outdoor use.

Floors should be non-skid. At the urinals, toilets and showers, there should be support

bars and accessories for crutches and canes place.

Spaces reserved for persons with disabilities should be located where there are walls,

do not cancel the order setting the support bars.

Seats should be placed in thick W.C. there to match the height of a wheelchair; the

height is 52 cm above the floor level.

A toilet intended for people with wheelchairs for restricted outdoor use should be at

least 2.2 x 2.2 meters in size and have a free door passage dimension of at least 0.90

meters. There should be a turning zone directly alongside the toilet door.

-Washbasin:

There must be at least one barrier-free toilet in the low part, and with a height of 75

cm. To allow the approach to people in wheelchairs.

The faucets must be easy to open with the elbow or forearm, and its location should

be viewed from the front: hot water left and right for cold water.

Must have strong determination and support to bear the weight of people, if they have


124

to rely on them.

The conditions of hot water must be protected, as the paraplegic has little feeling in his

legs and can cause burns.

The separation of the faucets should be 20 cm minimum.

You must install at least one mirror with a tilt of the top 10% in the sink and with a

dimension of 72 cm.

Switches:

Are required to have a kind of light signaling. Electrical contacts have to be polarized,

with live, neutral and earth physics.

The switches in general should not be placed within 50 cm from one corner; otherwise

their power will hinder a person in a wheelchair.

Signaling:

The necessary information signs shall be displayed to make it easier for people with

limited mobility and orientation capacity to use the space or the area. It must be

possible for people with impaired orientation capacity to discern and understand such

information signs.

Signs, symbols, maps or signage must be presented in different ways, like in high relief,

written in Braille, with sounds… Signs should be easy to understand and to read, have

tone contrast and be placed at an appropriate height to be read/heard both by people

in wheelchairs and by people with impaired vision who are standing. They should be

placed where they are expected and so that people can get right up to them. The text

size should be designed on the basis of the reading distance and the surface should not

cause reflection.

Tactile information that identifies each location must be located outside it, and its

location should always be constant.

In places where the signs and maps are protected by a glass, this should not be

reflective.

Directors- General signs:

The directory which is in the main entrances of the units must have letters and

graphics in high relief of contrasting color in the background.

Must be located with a metal plate engraved in Braille on the right side of the module

at a height with its center axis to 130 cm.

Emergency exits:

The accessible routes to emergency exits must be well indicated by the tactile,

auditory and bright warning systems.

The doors leading to risk areas should be locked, and open outward.

Signals emitting emergency doors in times of trouble should be standardized.

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