Method Statement for a construction project

Real Estate Construction & Fabrication Co.

The Public Authority For Applied Education & Training

Construction, Completion, Operation & Maintenance of the Nursing Institute at

PAEET Shuwaikh Campus

Contract No. PA/AFA/112-2008/2009

Project Method Statement

Dar Al Hadiah Consultant Engineer


ContentsContents

1. Introduction

1.1 Project Parties

1.2 Project Information

1.3 Project Components

1.4 Site Location

1.5 Site Staff Organization Chart

1.5a Organization Chart

1.5 b Job Description

2. Project Obstacles

3. Construction Strategy

1. Zoning Plans

2. Project Milestones & Constrains

3. Project Priorities

4. Construction Methodology

1. Methodology flow Chart

2. Procurement

3. Excavation, Shoring & Dewatering

4. Foundation

5. Basement walls & columns

6. Slab formwork circulation

7. Roofing system

8. Façade Finishes

9. Finishing Works & Electromechanical works

10. External Works

11. Authorities Approval, Testing & Commissioning

5. Site Logistics

6. Activity Coding & ID System

7. Productivity Rates


1-Introduction

1


1.1- Project Parties

Public Authority for Applied Education & TrainingOwner

Turner ProjacsConstruction Manager

Dar Al Hadiah Consultant EngineersConsultant

Real Estate Construction & Fabrication Co.Contractor

2


Nursing InstituteProject

PAAET Campus, ShuwaikhProject Location

730 Calendar days including all holidays from date of enterpriseProject Duration

KD 6,930,000.000Project Value

1.2- Project Information

3


The project comprises the construction, completion & maintenance of the Nursing Institute for The Public Authority For Applied Education & Training. The Project is located at the south west side of PAAET Campus, Shuwaikh.

The project includes one building and external landscape, the Building consists of Basement, Ground Floor, 1st Floor, 2nd Floor & Roof.

The area of each project component is as follows:

•Basement area : Total area 8136.64 m2

•Ground Floor Area : 8009.54 m2

•First Floor Area : 7040 m2

•Second Floor Area : 7040 m2

•Roof Floor Area : 204 m2

The Basement will include the following:

•Car park with a capacity of 104 cars.

•A shelter area for peace time & war time. Upon completion it will be ready to accommodate 100 person

•Electric & Mechanical rooms for the pumps, generators, transformers, water tanks and all major electromechanical equipments

The Ground Floor will include the Following:

•Registration & students waiting area

•Class rooms with capacity for 600 students

•2 nos of Auditorium rooms for 240 students

•Examination halls

•Students book store

•Studio

•Dinning halls & central kitchen unit

•2nos prayer rooms

1.3-Project Component

4


The First & Second Floor will include the Following :

•Staff rooms

•Conference room

•Technical Director Office

•Class rooms for 860 students

•Computer Class rooms

•Nursing labs

•Physics labs

•Language labs

•Biology labs

•pharmacology labs

•Chemistry labs.

•General study halls with library

•Instruction technology support unit

•Research rooms

•Video conference

•Media presentation labs.

A Roof floor that will include 4 mechanical rooms.

External area that will include Infrastructure and landscape works such as pavement tiles as well as parking lot area for 150 car and 12 busses

5


The Major ActivitiesThe Major Activities

The construction of the Nursing Institute Building, will generally comprises of the following :

1. Site Clearance

2. Excavation, Shoring / Dewatering & Termite Control

3. Complete Structure works

4. Waterproofing works

5. Masonry works

6. Finishing works including interior & exterior finishes for floors, walls, ceiling and wall partitions

7. Steel, wood & aluminum doors & windows frames, leaves and hardware.

8. Metal works

9. All MEP works

10. LPG Works

11. Electrical Equipment (Smart sys)

12. Kitchen Equipment

13. Furnishing

14. Signage (External & Internal)

15. Shelter works

16. Elevators

17. Façade (Concrete panels cladding, curtain wall)

18. External Works (Infrastructure services, Landscapes)

6


1.4- Site Location

Location of the Project

•The Project (Nursing Institute) owned by the Public Authority ofApplied Education & Training (PAAET). The site is located at south western corner of PAAET Shuwaikh campus. The campus resides between Jamal abdul Nasser street from north, Al Jahra road from south, Al Jahez street from the west and Al-Ghazali street from the east. a plan is attached to indicate the location of the project.

7


N

MEW Substation

STC Building

Figure 1.1

8


1.5- Site Staff Organization Chart

9

Project Manager

Senior

Project Engineer

Planning

Engineer

Structure

Engineer

Civil Engineer

General Forman

Civil Forman

Secretary

Land Surveyor DraftsmenDraftsmen

MEP Coordinator

HVAC Engineer

ElecEngineer

PL & FF Engineer

HVAC Foreman

PL & FF Foreman

ElecForeman

MEP Subcontractor

Subcontractors

Quantity

SurveyorQuality Control

Engineer

Elevator Subcontractor

ElevForeman

Shelter Equip. Subcontractor

Shelter Equip. Foreman

Precast Concrete. Subcontractor

Precast Concrete Foreman

Alum. Works Subcontractor

Alum. Works Foreman

Carpentry subcont.

Carpentry Foreman

Shoring subcontractor

Shoring works Foreman

Safety

Officer

Ready mix conc

Supplier

Dewatering subcontractor

Dewatering Foreman

Waterproofing subcontractor

Waterproofing Foreman

Kitchen Equip subcontractor

Waterproofing Foreman

Metal works subcontractor

Metal Works Foreman

Decoration works subcontractor

Decoration works Foreman

Arch.Coord

Engineer

Lab Furniture subcontractor

Decoration works Foreman

Lab Tech.

Responsibility Line

Coordination Line

Required Contractually

Not Required Contractually

Key Legend

Document ControllerMessenger

10


1.5b- Job Description

•Project Manager :

•Overall project policy and monitoring relations with consultant and clients team.

•Conducting daily / weekly meetings with all staff / subcontractors to point out the difficulties in work activities, requirement of resources, order/ direct material and equipment at site with maximum efficiency, find solutions and taking immediate actions

•Review correspondence for proper action

•Financial follow up and control the cost of project duration execution, follow up monthly payment certificates, variation orders in co-ordination with Q.S/Planner

•He will be directing the Senior Project Engineer, Architectural engineer, Planning Engineer, Quality Control engineer, Quantity Surveyor and the Safety Officer

•Senior Project Engineer:

•Overall area activities directing, monitoring and controlling the productivity of all staff.

•He will determine possible critical areas and activities have to be improved for the successful completion of project in time

•Find solutions and taking immediate action required to push the work in proper coordination with project manager

•He will be assisted by the site engineer, foreman, safety officer and services/finishing works engineers

•He will be directing the Subcontractors, Site Engineer, General foreman and Land Surveyor and reporting to the Project Manager

•Architectural Coordination Engineer:

•Overall technical coordination, preparation of architectural drawing, composite drawings.

•He will be responsible for the coordination between subcontractors for the preparation of shop drawings.

•Find technical solutions with consultants and subcontractors and taking immediate action required

•He will be reporting directly to the Project Manager, and will be directing the structural engineer and the architectural draftsmen.

11


•Planning Engineer :

•Preparation, submission, approval of the project schedule, updates, revisions, adjustments and monitor the construction progress, identify/initiate potential variance and delays, follow up resource assignment. He will be reporting directly to the Project manager and will coordinate with Senior Project Engineer to follow up and monitor construction activities and the Q.S for the preparation of CLS, as well the subcontractors.

•Preparation, submission, approval of cost loaded schedule in coordination with Q.S

•Prepare the monthly / fortnightly work programmes including values of work done vsplanned values

•Prepare monthly progress reports

•Follow up the updates of material / drawing submittal logs & procurement of material

•Preparation & submittal of Pre-meeting submittals

•Quantity surveyor:

•Preparation of Cost load values for all activities as per Project construction schedule in coordination with planning engineer

•Check quantities, preparation of payment application under the supervision of the project manager and in co-ordination with the Planning engineer / Senior project engineer

•Preparation of Subcontractors payments, analyzing variations, claims and all other contractual issues in coordination with planning engineer

•Safety Officer : Establish and follow up safety procedures all in accordance with the safety manual prepared by him. He will be reporting to Project Manager, and will be coordinating with the Senior Project Engineer to ensure safety control at site.

•Quality Control Engineer :

•All the aspects of materials / quality control of site works, and site laboratory functioning.

•Review preparation of all submittals of subcontractors, supplier’s materials, samples to provide continuous flow of procurements as per the requirement of Project Programme. As well as E1 & E2 logs

•Responsible for all technical aspects regarding shop drawings preparation and coordination between different subcontractors.

•Preparation of Method statements and follow up procurement of materials and equipment.

•Supervise Quaility control procedures and will follow up all types of submittals such as Subcontractors, suppliers shop drawings, materials, etc.

12


•Structural Engineer :

•Structural shop drawings preparation.

•Coordination between the different subcontractors

•Prepare, submit and get approval of structural As-Built drawings.

•To coordinate with the Project Manager / MEP Coordinator for the progress priority of shop drawings submittal and to solve site structural problems on daily basis

•He will be assisted by the draftsmen.

•Civil Engineer :

•Work under the directives of the Project Engineer and will be responsible to carry out the works as site directly, and to arrange laborers, materials, equipment, machine etc.

•To supervise the work of subcontractors and arrange their responsibility

•To report for any material or other requirements well in time and report to the Project Engineer in case of expected shortage.

•To supervise the foremen and advise him to carry out the work according to drawings, specification.

•To get the work inspection of A/E and follow up with checklists in co-ordination with QC Engineer

•To follow up the works progress under the responsibility of Project Manager and Project Engineer and ensure that CCS is followed.

•Land Surveyor : Assisting Site Engineers, Foremen with all levels, coordinationinformation. He will be reporting to the Civil Engineer.

General Foreman : Proper execution of Daily work / weekly work program as provided by the Civil Engineer and proper distribution of resources. He will reporting to the Civil Engineer and will be managing the labors at site.

Electrical Engineer :

•Follow up the execution of electrical works at site

•Follow up all electrical materials submittal and approvals as well as procurement and delivery of these materials to the site.

•Find solutions take immediate actions

•Testing and commissioning of all electrical works prior handing over the project

•Mechanical Engineer:

•Follow up the execution of mechanical works at site

•Follow up all mechanical materials submittal and approvals as well as procurement and delivery of these materials to the site.

•Find solutions take immediate actions

•Testing and commissiong of all mechanical works prior handing over the project

13


2- Project Obstacles

1- Time milestones & constraints.

The contractor is obliged to plan and execute the works within the contractual milestones and constraints. Accordingly, the contractor will provide the adequate resources to execute the construction activities to fulfil the contract milestone.

2- Site Accessibility limitation

The contractor shall have only one side for site access, due to the site location. Accordingly, only one side will be utilized, and the contractor shall plan for the execution of the works accordingly

3- Tightness of location

Major project obstacle is the tightness of the location, where there is no enough space for the A/E & contractors offices, store, labourrest shed steel yard, etc

14


3- Construction Strategy3.1 Project Zoning :

For more control & closer follow up of the project, buildings are divided into different zones, this is based on different functions, structural nature such as expansion joints, or volume of work

The following presents the project elements and the number of zones for each:

•The Nursing college : Divided to 3 zones

•The External Works : Divided to 3 Zones

These Zones will include the structural, finishes and electromechanical works.

To further meet the requirement and needs of the project, those zones were developed into smaller sub zones as follows :

•For the structural purpose and requirements each zone will be divided to 2 sub zones:

•Sub zone A1, Sub zone A2 for Zone A

•Sub zone B1, Sub zone B2 for Zone B

•Sub zone C1, Sub zone C2 for Zone C

•For the Finishing & electromechanical purpose each zone will be divided to the following :

•Class rooms/Corridors Sub zone

•Shelter area sub zone (at basement only)

•Transformer room sub zone (at basement only)

•Mechanical room sub zone (at basement only)

•Ramps Sub zone (at basement only)

•Wet area sub zone

•Stair case sub zone

•Open court area 1



•For External works Zones will be divided as follows:

•Zone 1

•Zone 2

•Zone 3

Detailed sketched are attached to illustrate the Zoning system of the project

15

N

Figure 3.1

16

17

Sub Zone A1

Sub Zone B1Sub Zone C1

Sub Zone C2 Sub Zone B2 Sub Zone A2

Basement

N

Figure 3.2

18

Sub Zone A1



Ground Floor

N

Figure 3.3

19

Sub Zone A1



1st Floor Floor

N

Figure 3.4

20

Sub Zone A1



2nd Floor Floor

N

Figure 3.5

21

Sub Zone A1



Roof

N

Figure 3.6

22

23

N

Figure 3.7

24

N

Figure 3.825

Figure 3.926

N

Figure 3.1027

N

Figure 3.1128

29

Elevations Zoning System North Elevation East Elevation

South Elevation

Wes

t Ele

vati

on

Sub Zone O1

Sub Zone O2

Sub Zone O3

N

Figure 3.1230

North Elevation

Elevations Zoning System

East Elevation

(Zone A)

Zone A Zone B Zone C

Figure 3.1331

Elevations Zoning System

South Elevation

West Elevation (Zone C)

Zone C Zone B Zone A

Figure 3.1432


3.2- Project Milestones & Constraints

33

ActivityID

ActivityDescription

DurationDays

Nursing InstituteSubtotal 731

Start milestone 10 Start Milestone of the Project 0

Mobilization 20 Contractor's Mobilization 45

Engineering 30 Shopdrawings,Materials Submittals & Approvals 365

Procurement & Delivery 40 Materials Procurement & Delivery 440

Sub-Structure 50 Excavation & Backfilling 75 60 Foundations & Sub-Structure 120

Super-Structure 70 Super Structure Works 330

E/M Works 80 Electrical & Mechanical Works 595

Finishing Works 90 Masonary & Finishing Works 390

Elevation Works 100 Elevations Works 180

Roofing Works 110 Roofing System 90

Furniture 130 Fixed Furniture & Equipment 75

External Works 120 External Works 150

Testing & Commissioning 140 Power On 1 150 Testing & Commissioning 60

Substantial Completion 160 Project Substantial Completion 0

Months1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2

© Primavera Systems, Inc.

Run Date 11JAN09 13:35 NURI

DAR AL HADIAH

Nursing InstituteConstruction Master Schedule

Sheet 1 of 1Date Revision Checked Approved34


3.3 The Project Priority

The Project priorities will be for the main building. After excavation the concrete skeleton works, will take place. As explained previously, the main building will be consisting of 3 zone (A, B & C), and accordingly, the sequence of work will start from Zone A to B to C as will beexplained in detail in the construction methodology. The next priority will be for the façade work. The last stage will be for the external works.

35


4-Construction Methodology

36

4.1- Methodology Flow Chart

37

Layout

Excavation

Dewatering, Excavation (2nd Stage), anti-termite

Waterproofing + Screed

Raft Foundation

Formwork + Reinf 1st Layer

Drainage + Pipelines + other MEP Services

Reinforcement 2nd Layer + Casting concrete

Col.& Walls : Formwork + Shelter Equip + MEP + Reinf + Casting + curing

Slab : Formwork + Fix Reinforcement + MEP + Concrete + Curing

Blinding : Casting + Curing

G.F, 1st 2nd, Roof Col: Formwork + Fix Shutter + MEP Service + Concrete + Curing

G.F, 1st, 2nd, Roof & Upper Roof Slab : Formwork + Fix Reinforcement + MEP + Concrete + Curing

Activity Sequence up to Upper Roof

S

U

B

S

T

R

U

C

T

U

R

e

S

U

P

E

R

S

T

U

C

T

U

R

ePrecast

Concrete Cladding

Bas

emen

t Flo

or

Raf

t Fou

ndat

ion

Int. & Ext Block works + Finishing & MEP

Attic Slab

Curtain wall works

External Works & Landscape

38

4.2- Procurement

39

Procurement

•Long lead items are the materials that are specified to be delivered from abroad (such as diesel generator, AHUs, Ceramic tiles, marble tiles, etc) or materials that needs a period for fabrication (such as doors, windows, etc) therefore, it requires a long duration to arrive to the site and might affect the installation works if not properly planned and tracked.

•The material will be procured by the contractor and his subcontractor but all procurement will be through the main contractor only, since its his responsibility as per contract conditions to review and make necessary coordination for his subcontractor’s procurement after the material samples and catalogues are approved by the engineers.

•Critical materials such as concrete, reinforcement and waterproofing, water stop, termite control as well as the shelter equipment are affecting the early activities of the project. The related submittals and approvals of these types of materials will be finalized as early as possible.

•Other long lead materials will be existing in our project, all these long lead materials will be elaborated in the CCS and the material / procurement log, to monitor and control its delivery on time and to ensure no delays will occur.

40

No CSI Division Description1 Div 02 Termite Control2 Div 02 Dewatering system3 Div 02 Shoring system4 Div 03 Steel Reinforcement5 Div 03 Form Work6 Div 03 Concrete Ready Mix7 Div 03 Water Stop8 Div 07 Waterproofing Material9 Div 13 Shelter Equipment10 Div 15 Drainage Pipes

No CSI Division Description Lead Time Source1 Div 03 Precast Concrete Panels 6 month Local2 Div 04 Glass Masonry Block 6 month Overseas3 Div 05 Pipe Tube Railing 6 month Local4 Div 05 Arch Metal 6 month Local5 Div 07 Building Insulation 3 month Local6 Div 08 Steel Doors 6 month Local7 Div 08 Flush Wooden doors 6 month Local8 Div 08 Aluminium doors 6-10 month Overseas9 Div 08 Curtain walls + Alum Windows 6-10 month Overseas10 Div 08 Doors Hardware 6-10 month Overseas11 Div 08 Glazing 6-10 month Overseas12 Div 09 Ceramic Tiles 6-10 month Overseas13 Div 09 Acoustical Suspended Ceiling 6-10 month Overseas14 Div 09 Metal Ceiling 6-10 month Overseas15 Div 09 Stone Flooring 3-4 month Local16 Div 09 Stone Flooring Adhesive Grouts 6-10 month Overseas17 Div 09 Reselient Flooring & accessories 6-10 month Overseas18 Div 09 Vinyl coverings 6-10 month Overseas19 Div 09 Wooden Flooring 6-10 month Overseas20 Div 09 Rubber Flooring 6-10 month Overseas21 Div 09 Carpet Flooring 6-10 month Overseas22 Div 11 Unit Kitchen 6-10 month Overseas23 Div 12 Fixed Furniture 6-10 month Overseas24 Div 13 Shelter Equipment 3-4 month Overseas25 Div 14 Elevators 8-10 month Overseas26 Div 15 HVAC Pumps 8-10 month Overseas27 Div 15 AHUS 8-10 month Overseas28 Div 15 Plumbing Equipmemt 8 month Overseas29 Div 15 Ducts 2month Local30 Div 16 Diesel Generator 12 month Overseas31 Div 16 Switch Baords 10-12 month Overseas32 Div 16 Distribution Boards 4 month Overseas33 Div 16 Trunking 4 month Overseas34 Div 16 Light fittings 10-12 month Overseas

List of Long Lead Items

List of Early Critical Material

41

4.3- Excavation, Shoring & Dewatering

42

Excavation

After establishing bench marks and grid lines, excavation works will take place, 2nos of loaders will start excavating 1m depth at Zone A. After that, the same will take place at Zone B then Zone C with the same sequence shown in the attached plan. After excavation of 1m in each zone, shoring H-Beams will be installed, and excavation works will proceed till 0.5m above water table while installing shoring timbers every 2m of excavation. After reaching 0.5m above water table level the dewatering system will be installed and operated. After installation & operation of dewatering system, excavation and shoring works will proceed till the level of anchors. Shoring anchors will be installed and tested, and excavation & shoring works will proceed till the bottom of foundation level.

Note: Only 3 sides will include shoring works, there will be no shoring works for the side at Axis Z. For curved parts, the shoring works will be segmented.

The temporary access ramp will be made as indicated in the attached plan, and will be removed while casting the last part of raft foundation.

The expected completion of the excavation works will be on the 5th month from the date of enterprise

Survey mark up and Layout

Necessary bench mark and grid layout are established by the contractor’s land surveyor (Recafco), and cross checked by consultant’s land surveyor (Hadiya) for acceptance before starting the works.

Marking Foundation

The Marking and layout of foundations will be done by site engineer / foreman and cross checked by land surveyor. The level and the co-ordinates will be carried out from the approved Grid Line and Bench mark

43

Zone AZone BZone C

Ramp

Excavation Plan

•The sequence of work for the stages of excavation, shoring and dewatering will be as shown in the above plan

Start

Start

N

Figure 4.1

44

Shoring Plan

Figure 4.245

4.4- Foundation

46

Termite Control

•For the raft foundation area, the leveled surface will be treated with anti-termite treatment before casting blinding concrete.

•Subcontractor as well as the material used, will be submitted to the consultant for approval prior to execution of works

Foundation

•After termite control, a 10cm thick blinding will be casted & after curing the water proofing will proceed as per specified layers and drawings and then will be protected with 5cm screed layer.

•After completion of water proofing works and screed protection, raft foundation work shall be carried out by fixing rebars and shuttering for the sides of the raft. After completion of rebars fixation for bottom and top layers, shuttering the sides and installing the utilities pipes, casting preparation will take place and the raft foundation will be poured using the adequate number of tansmixers and concrete pumps. The execution of raft foundation will be as per the zoning strategy, 2 crews will be available for executing the foundation works and will be working in parallel. he sequence of works and movement of crews will be illustrated in the attached plans.

•Ramp Footings will be carried out later on after completion of waterproofing for basement walls and backfilling till the bottom of ramps foundation level. After casting the ramp foundations the walls will be casted and then water proofing will be carried out. After waterproofing is completed, backfilling under ramp S.O.G will start till the bottom of slab level and then the concrete works for the S.O.G will take place.

•After casting of raft foundation the Tower cranes will be installed as will be explained in the site logistic plan.

47

Raft Foundation

Zone A1Zone C1 Zone B1

Crew no 1

Crew no 2

Zone A2C2 Zone B2

N

Figure 4.3

48

4.5- Walls & Columns

49

• Basement Walls

• After the raft foundation is hardened enough, installation of rebars for walls shall start and the Doka formwork will be lifted and fixed in position using a crane. The available formwork for the walls will be enough to cast 45 mr (3 sets each 15m with 4.50m height) The walls will be casted in 17 cycles as shown in the attached plan with an expected date of 5 days for each cycle. The wall shutter will be dismantled after the specified duration of casting each wall, and will be used again for the next cycle. Shelter Equipments will be embedded in the concrete as it will be fixed prior casting of concrete. Shelter equipments (valves and blast doors) will installed using cranes

• Form work System

• The formwork system that will be used will be Doka large-area formwork Top 50

• The major components of the system will be:

1. Doka Timber H-Beam

2. Doka steel waling

3. Plywood

4. Supporting Props

5. Tie Rods

Doka formwork Top 50

50

•Columns

•10 nos of column sets will be used for casting the columns.

•Each cycle will take 2 days (1 day for steel reinforcement fixation + 1 day for shuttering & casting)

For example, sub zone C2 contains a number of 53 columns, 10 columns will be casted in1 cycles so the total number of cycles will be 6 cycles, each cycle requires 2 days so the total duration of casting the columns for sub zone C2 will be 12 days.

Columns Formworks

Doka Formwork Top 50 will be used for casting the columns

The components of the System will be:

•Doka timber H-Beam

•Steel Waling

•Plywood

•Tie rods

•Props for Supporting sides of formwork

Column Formwork Detail

51

1

2

34

4

5

56

6

7

88 9

8

9

10

11

12

13

1313

14

14

15

15

Total of Formwork Available = 45 mr

N

Figure 4.4

Walls Formwork Circulation

52

1

2


Casted WallsUnder Construction

N

Figure 4.5

53

34

4



N

Figure 4.6

54

56

6


5Casted WallsUnder Construction

N

Figure 4.7

55

7

88 9

9

9

10

11

12

13

1313

17

17



N

Figure 4.8

56



14

14

15

15

N

Figure 4.9

57

4.6- Slabs Formwork Circulation

58

•Slab formwork circulation

•After completion of walls and columns, formwork for slabs shall start. 3 formwork sets (Doka) will be available to execute and cast the slabs with total area of 4,360m2. each formwork set will be as the following :

•Formwork set 1 = 979m2 and will be used for sub zones A1 & B1

•Formwork set 2 = 2160m2 and will be used for sub zones A2 & C2

•Formwork set 3 = 1225m2 and will be used for sub zones B2 & C1

•Each formwork of the above will be used in 8 cycles, each of different durations as for formwork set 1 will have 27 days duration for each cycle, Formwork set 2 will have 33 days for each cycle and Formwork set 3 will have 32 days for each cycle

•The expected finish date of the superstructure works will be at the 17 month from the date of enterprise

•Plans illustrating each formwork set utilization are attached

•Scaffolding System

•The Scaffolding system that will be used for the concrete slabs will be the Dokaflex floor formworks system . The system will be containing of 3 components

•Floor Prop Eco 20

•Doka Timber H-Beam (H20)

•Plywood

59

Ground Floor Plan

Formwork Set 1 = 979 m2


Sub Zone A1

Sub Zone C1

Sub Zone B1





Total of Formwork Available = 4360m2

Sub Zone A2

Sub Zone C2

Sub Zone B2

Area = 979m2Area = 822m2

Area = 1255m2

Area = 1255m2 Area = 1730m2Area = 2160m2

There will be 3 sets of Formwork available for casting all concrete slabs, as illustrated in plan

N

Figure 4.1060

Formwork Set 1 CirculationArea of formwork set is 979m2

The formwork will be moving between Sub zone A1 & B1 horizontally & vertically as shown below

BF

GF

FF

SF

Sub Zone A1Sub Zone B1

Area of Sub zone slab A1 = 979m2

Area of Sub zone slab B1 = 822m2

Formwork Set 2 CirculationArea of formwork set is 2160m2

The formwork will be moving between Sub zone A2 & C2 horizontally & vertically as shown below

Sub Zone A1Sub Zone C2

Area of Sub zone slab A2 = 1730m2

Area of Sub zone slab C2 = 2160m2

BF

GF

FF

SF

Formwork Set 3 CirculationArea of formwork set is 1225 m2

The formwork will be moving between Sub zone B2 & C1 horizontally & vertically as shown below


BF

GF

FF

SF

Area of Sub zone slab B2 = 1255m2

Area of Sub zone slab C1 = 1235m2

The Cycle of each movement will take 33 days



61

Formwork Set 1 (979m2)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36Formwork Shutteringfixing Steel ReinforcementInstallation of services pipesConcrete CastingCuring & Dismantling formwork

Formwork Set 2 (2160m2)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36Formwork Shutteringfixing Steel ReinforcementInstallation of services pipesConcrete CastingCuring & Dismantling formwork

Formwork Set 3 (1225 m2)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35Formwork Shutteringfixing Steel ReinforcementInstallation of services pipesConcrete CastingCuring & Dismantling formwork

Formwork Circulation Bar Chart

Activity Days

Activity Days

Activity Days

62

Floor Zone A1 Zone A2 Zone B1 Zone B2 Zone C1 Zone C2





Ground Floor Slab

Cycles of Concrete Slabs

FW Set 3

First Floor Slab

FW Set 1

Second Floor Slab

Roof Slab

Ground Floor Slab FW Set 1 FW Set 2

First Floor Slab

Second Floor Slab

Roof Slab

Roof Slab

Second Floor Slab

First Floor Slab FW Set 1

Roof Slab

Second Floor Slab

First Floor Slab FW Set 2 FW Set 1 FW Set 3

Ground Floor Slab

Roof Slab

Second Floor Slab FW Set 1

FW Set 3 FW Set 2First Floor Slab

Ground Floor Slab

Cycle 5

Cycle 1

Cycle 2

Cycle 3

Cycle 4

FW Set 3 FW Set 2Ground Floor Slab

63





FW Set 3

Roof Slab

Second Floor Slab FW Set 2 FW Set 1

First Floor Slab

Ground Floor Slab

Roof Slab FW Set 1

FW Set 3 FW Set 2Second Floor Slab

First Floor Slab

FW Set 3Roof Slab FW Set 2 FW Set 1

Second Floor Slab

First Floor Slab

Cycle 8

Ground Floor Slab

Cycle 5

Cycle 6

Cycle 7

Ground Floor Slab

FW Set 3 FW Set 2Roof Slab

Second Floor Slab

First Floor Slab

Ground Floor Slab

64

4.7- Roofing System

65

Roofing system

•Once all heavy works are completed on roof, and drainage and other inserts are fixed in place, the area will be cleaned and roofing works starts. All roofing layers shall be as per drawings / specifications / manufacturer recommendations. After each layer is completed, it will be inspected / approved by the engineer before applying the next layer. After roof work works are completed, flash up and rain water outlets and other roof fixtures shall be erected. A section detail is attached below to illustrate the roofing system layers.

66

4.8- Façade Works

67

ade worksçFa

•The façade works will include installation of concrete panel cladding as well as curtain wall works. Sigma paint shall be applied in the elevations of open court areas.

•After completion of concrete works in each zone, block works shall be carried out, for both external and internal once the external block works are completed insulation works will take place and after completion of insulation works on external block works concrete precast panel cladding works shall start. Opening in block works will be provided to receive precast support ribs without causing damages to the adjacent works.

•Curtain wall works shall proceed immediately after the completion of concrete works.

After completion of concrete works, Curtain wall brackets will be fixed and aligned, after completion of brackets, aluminium frames will be installed and then the glass will be erected after installation of aluminium frames.

•The windows will be fixed after the completion of external cladding as it will rest on the precast panels.

•The sequence of works and crews movement shall be as per the zoning strategy. The crews movement will be from Zone A to Zone B to Zone C. 2 crews will be provided for the installation of Concrete precast cladding. Tower cranes and mobile cranes will be used for the installation of the precast panels

•Plaster and sigma works are also included in the internal façade works in the open court area, completion of these activities will be depending on dismantling the tower cranes and clearing the area to enable the erection of scaffolding. The tower crane will be dismantled after the completion of roofing system works as well as uploading the required materials to its locations in the floors. However, 3 sides can be carried out prior the dismantling of tower cranes to expedite the works.

68

Sequence of Work Elevation 1

Elevation 2

Elevation 3

Elev

atio

n 4

Sub Zone O1

Sub Zone O2

Sub Zone O3

Zone CZone B

Zone A

Cre

ws

Mov

emen

tC

rew

s M

ovem

ent

Figure 4.1169

4.9- Finishing & Electromechanical Works

70

Finishing & Electromechanical works

•Finishing works will include the following:

•Masonry block works & gypsum board partitions

•Wall finishes such as plaster, painting & ceramic tiles for wet area

•Ceiling works such as gypsum board and tiles, metal ceiling

•Flooring works such as terrazzo tiles, marble tiles, resilient flooring, carpet tiles, carpet roles for prayer rooms, rubber tiles, raised flooring, ceramic flooring for wet areas as well as epoxy paints for the car park area at the basement.

•Electromechanical works shall include the following :

•Water supply & drainage piping

•HVAC ducting & piping

•Electrical conduiting and wiring

•Equipments such as generators, pumps, AHUs and exhaust fans

•Sanitary fixtures & toilet accessories

•Electrical accessories

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Finishing Strategy

•The finishing works shall start with the masonry works. The masonry works will be externally & internally., internal & external masonry can be carried out once the site is ready and the slabs scaffolding are removed. Simultaneously fire fighting pipes, chilled water pipes, HVAC ducting, drainage and water supply H/L pipes shall start.

•Wall finishes will consist of sand cement plaster & paint while in wet areas ceramic tiles. The plaster works will be carried out after completion of first fix electromechanical works such as electrical conduits, and plumbing pipes at wet areas. Paint works & ceramic works shall follow up once plaster work is completed, as for painting works will be on stages (Paint preparation, 2nd

Painting coat, and Final painting coat which will be carried out at the final stage of the project)

•Ceilings will be consisting of gypsum boards and tiles, metal false ceiling as well as plaster and paint for wet area and stair cases. False ceiling works shall take place after the completion of all MEP works above false ceiling and the completion of the paint putty & first coat.

•Floor finishes will consist of various materials such as terrazzo tiles, vinyl tiles, marble tiles, carpet tiles, etc. all materials will be applied on the prepared beds after wall plastering and fixation of the door frames and all other interior finishes on the walls and ceiling will be done afterwards. In case of carpet tiles & roles, flooring works will be done after completion of other finishing works.

Electromechanical works will be divided to three items:

•First fix items such as piping, ducting, cable trays, etc works at high level, will be carried out after removal of slab formwork, while conduits will be carried out after the completion of block works.

•Second Fix items such as equipments, pumps, elect panels shall be carried out after completion of second painting coats and flooring.

•Third Fix items such as elect accessories, sanitary fixtures, toilet accessories, etc shall be carried out after installation of doors leaves and hardware as well as 2nd painting coats.

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Finishing & Electromechanical works strategy

As per the Zoning strategy of the finishing works, the execution of works will be carried out as follows:

• Dry Areas

The finishing works will include the following:

• Plaster & Paint for wall.

• Gypsum Board & Tiles for false ceiling.

• Marble tiles, Vinyl tiles, Terrazzo Tiles, Ceramic Tiles and Carpet tiles for Flooring.

• The sequence of works are planned to be carried out as follows:

1. Block works & First fix electromechanical works such as elec conduits, ducting & piping

2. Installation of door frames

3. Plaster works

4. Paint preparation & Putty

5. Window frames

6. Screed for flooring (vinyl and carpet tiles)

7. First fix gypsum board partition + door frames + First fix Electromechanical

8. Insulation & closing gypsum board partition + Paint preparation & Putty

9. Installation of HVAC ducts, FF pipes, elec conduits above ceiling

10. False ceiling suspension system

11. Installation of false ceiling services tiles

12. KFD visual inspection prior closing false ceiling

13. Painting of ceiling

14. Flooring tiles (Marble, Terrazzo, Ceramic)

15. Fixing door leaves & window glazing

16. Doors & windows hardware

17. Painting Coats

18. Final fix electromechanical

19. Final painting coat

20. Installation of carpet & vinyl tiles

• The above mentioned activities will be added in more details in the CCS

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• Corridors


• Plaster & Paint for walls

• Gypsum Board & Tiles for false ceiling

• Marble tiles & Vinyl Tiles for First & second floors


1. Block works & First fix electromechanical works such as elec conduits, ducting & piping


3. Plaster works

4. Paint preparation & Putty

5. Screed for flooring (Vinyl or carpet)

6. False ceiling suspension system

7. Installation of false ceiling services tiles

8. KFD visual inspection prior closing false ceiling


10. Installation of Marble tiles

11. Fixing door leaves & window glazing



14. Final painting coat

15. Installation of vinyl tiles


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• Wet areas


• Ceramic walls

• Plaster & Paint for ceiling

• Ceramic Flooring

• Sanitary fixtures & Toilet accessories


1. Block works & First fix electromechanical works such as elec conduits, water supply & drainage pipes at low level

2. Waterproofing works


4. Plaster works

5. Steel frame for marble counters

6. Ceramic tiles for walls

7. Ceramic for floors

8. Doors Leaves


10. Installation of marble counter

11. Installation of Sanitary fixtures and toilet accessories



• Air Handling Units Installation:

• The Air Handling Units will be kept in the stores once arrived to the site

• The maximum dimensions of the AHUs will be 1.60mX1.00m X0.55m and will have a weight of 100kg

• The air handling units will be lifted by 4 labors through the staircases to reach the required floors and will be installed above the attic slab after the completion of attic slab water proofing works and prior completion of block work above attic slab so that enough space will be available to install the AHU.


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• Staircase area


• Plaster & Paint for walls

• Plaster & Paint for ceiling

• Marble tiles Flooring

• Handrails


1. Block works & First fix electromechanical works such as elec conduits


3. Plaster works

4. Paint preparation & putty

5. 2nd coat painting

6. Marble tiles and skirting

7. Doors Leaves


9. Fixing handrails


11. Final Painting coats

• Sequence of Work & Crews movementOne crew for each trade will start in execution as soon as the finishing works are ready, the movement of each crew will be zone wise. Once the finishing works at Zone C is ready to start, another crew will be added to have a total of two crews working together. The first crew (Crew 1) will be moving horizontally and vertically between Zones A & B, while the second crew (Crew 2) will be moving vertically in Zone C. A diagram is attached to illustrate the crews movement for execution of Finishing works.

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Internal Block Works

MEP First Fixation

Installation

of Door frames

Plaster

Works

Paint Prep. & Putty

Screed for Flooring

First Fix Gypsum Board partition

First Fix MEP For G.B Partitions

Installation of False ceiling

suspension sys

Installation of False ceiling service tiles

Painting of G.B Ceiling

Flooring

tilesDoor Leaves, window glazing & Hardware

Painting Coats Final Fix electromechanical

Final Painting CoatsCarpet & Vinyl


MEP First Fixation

Installation

of Door frames

Waterproofing works

Plaster Works

Steel frame for marble counter

Ceramic tiles for Walls

Ceramic Tiles for Floors Doors Leaves

Doors HardwareInstallation of Marble Counter

Installation of Sanitary Fixtures & Toilet access

Painting of ceiling

Final Fix electromechanical


Installation of Door frames

Plaster Works

Paint preparation &

Putty

2nd Painting Stage

Marble tiles & Skirting

Doors Leaves

Doors & windows Hardware

Fixing Handrail

MEP Final fixation

Final Painting coat

Insulation & gypsum board partition

closing

Paint Preparation & Putty for G.B

Partitions

MEP above false ceiling

Attic Slab

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Finishing & electromechanical works sequence & crews movement

Zone C Zone AZone B

BF

GF

FF

SF

Crew 1Crew 1

Crew 1

Crew 1

Crew 1

12

3

5

7

Two crews will be provided to execute the works, the number below the crew indicates the movement sequence of the crew

Crew 2

Crew 2

Crew 2

1

2

3

Crew 24

Crew 1

Crew 1

Crew 1

4

6

8

Figure 4.12

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4.10- External Works

79

Infrastructure Services

The infrastructure service should start with the lower network (storm work network + sanitary network) we will locate all pipe lines & manhole as per approved shop drawings & coordination drawings. We will excavate for pipelines and manhole location.

After fixing installing & fixing all manholes and pipelines in the approved levels and locations, we will backfill the pipe lines in layers as specified.

The network of fresh water, brackish, fire protection and LPG will be done as per approved drawings and method statement

All the external services such as laying of cables, installation of street lights, communication network etc. will be carried out as per the approved shop drawings and contract specification.

For all infrastructure piping works, the concrete encasement will be done as per approved shop drawings & specifications

Hard Landscape

•General method for all the hard landscape elements is the same, it will be carried out after completion of infrastructure services. It will begin with site measurements and placement of the precasted concrete curb stones along their specified path. This will form the area for developing the asphalt roads as per contract specifications.

•Development of the pavements, paths and paved areas will be done on compacted soil, by placing the polythene sheet if needed, concrete slabs and mortar or sand beds for the specified finishes (precast concrete tiles, precastconcrete interlocking pavers)

External works

After completion of concrete skeleton and most of the façade works ( Elevations 1,2 & 3) the external works shall be carried out. The execution of external works will be in two stages as follows :

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As per the construction strategy and methodology, the external works will be divided to 4 Zones as follows :

•Zone 1

•Zone 2

•Zone 3

The sequence of work for the external works will be related to the site logistics as well as the concrete and cladding works. The execution of works will be planned to take place in four stages as explained in the following:

Stage 1

Once the concrete works are completed, the steel reinforcement workshop will be no longer required and will be removed from the site. In addition the cladding works for the east elevation will be completed. Accordingly, the site will be ready for the external works at Zone 1 to be carried out. Such works will include all infrastructure works as well as the landscaping works. The material store will be one of the main obstacle in execution of the external works, therefore its is planned to be relocated in the basement at Zone C (A plan for the new stores location is attached).

In addition, the temporary vehicle road will be rerouted as illustrated on the attached plans.

The works that will take place in this stage are the following:

•Infrastructure works

•Kerbstone works

•Sub grade for asphalt

Stage 2

After completion of stage 1. Cladding works at the south and west elevations is expected to be completed. Accordingly, external works at Zone 2 will be carried out. Rerouting of the temporary vehicle road will be taken into consideration. The works that will take place in this stage are as follows:

•Infrastructure Works

•Kerbstone works

•Sub grade for asphalt

Stage 3After completion of stage 2. Cladding works at the north elevation is expected to be completed. Accordingly, external works at Zone 3 will be carried out. Rerouting of the temporary vehicle road will be taken into consideration. The works that will take place in this stage are as follows:

•Infrastructure Works•Kerbstone Works•Sub grade for Asphalt

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After completion of all above mentioned stages, final asphalt layers and interlock tiling works shall be carried out. The sequence of these works shall be as per construction strategy.

The existing external services near the shelter escape will be studied and relocated and will be assured to stay fully operating and maintained.

82

N

Figure 4.13

83

N

Figure 4.14

84

N

Figure 4.15

85

Level formation

Excavation for Lower network (Storm & Drainage pipes)

Installation of Pipes & Manholes

Excavation of higher network pipes

Installation of pipes & manholes

Encasement & Backfilling

Encasement & Backfilling

Completion of Infrastructure works

Fixing Curbstone

Laying Asphalt Layers

Interlock Tiles paving

Landscape Works

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4.11- Authority Approvals, Testing & Commissioning

87

Authority Approvals, testing & commissioning

Authority approvals , testing and commissioning are all linked to the completion of respective works and are included in the schedule under a separate section

A diagram is attached to clarify the procedure followed in order to complete the project

Testing & Commissioning

•Plumbing system

A. During the manufacture (at Contractor's premises only), installation and

after completion of works; the system, sections of the system or its

components shall be tested by the Contractor / specialist Subcontractor in

the presence of the Engineer’s representative, as directed below or

elsewhere. The Contractor shall procure all testing instruments and

accessories and bear all costs in connection with the same:

1. Basic materials for conformity with the specified standards.

2. Supports and anchors for ability to withstand required loads.

3. Wall mounted sanitary fixtures with a dead weight of 100 kgs.

4. Pumping equipment for the specified flow, head, controls, safety

interlocks and alarms; noise criteria, etc.

5. Heat transfer equipment for full load capability, controls, safety

interlocks, and alarms and operation of safety valves.

6. Filtration equipment for flow, head loss, filtration fineness, controls

alarms, regeneration etc.

7. Control system for operating ranges, tolerances, cutout, alarms

8. Water supply systems for required flow and pressure at

simulated peak flow conditions (open sectional control valves

estimated no. of outlets in open condition, in series).

9. Drainage systems for simulated peak flow conditions and performance

of trap seals (by simultaneous discharge of all water closets

stack or groups).

10. Piping in general for line, level and slopes.

11. Sanitary fixtures for operation of fittings and proper fixation.

88

B. Balance and regulate the following items, systems.

1. Globe valves on pump discharge for design flow.

2. Balancing valves in circulating systems for equal or proportionate flow.

3. Thermostats for cut in cut out temperatures or range.

4. Angle valves on fixture supply for regulated flow.

TESTING OF PRESSURIZED PIPING

A. The pipes shall be jointed, plugged and shall have been in position forat least 24 hours, before the tests are carried out.B. The piping shall be tested for line, gradient and water tightness. TheContractor shall furnish all labour, and necessary testing instrumentssuch as gauges, pumps etc. as directed by the Engineer’srepresentative. A minimum of two (2) nos identical pressure gaugesshall be installed at extremities of the piping circuit to be tested.C. Fill the piping with clean fresh water, leaving all high points open toallow for purging of air. Allow a soaking period of at least 24 hours forcement lined or concrete pipes.D. Pressurize the system using manual pumps in increments of 25 percentof the test pressure. Allow a standing period of 10 minutes after eachpressure increment. Pressure testing using motor driven pump is notpermitted.E. Do not over pressurize the system under any circumstance. If the testpressure is close to the maximum permissible pressure of any of thesystem components, install calibrated pressure relief valves in thetested circuit.F. Prior to testing keep all valves and control devices in open position.After completion of pressure test, close each valve one at a timestarting from the pressure release end, so as to ensure tightness of thevalve.G. The piping shall be hydrostatically tested at a pressure of 690 Kpa (100psig) or 1.5 times the system working pressure, whichever is greater,but limited to 1379 Kpa (200 psig) for copper and steel piping and 1034Kpa (150 psig) for UPVC piping. The pressure shall be maintained forat least 4 hours. In metallic piping, allow for pressure fluctuations dueto ambient temperature variations. Record the circuit temperaturealong with the pressure readings.H. Check for leaks by swabbing with a dry tissue. Drop in pressure to theorder of 10 Kpa (1.5 psig) per hour shall be considered as acceptable.I. Do not subject sanitary fixture chrome fittings to the test pressure.J. Piping shall be tested in segments during the progress of the work.Maintain an official log book for recording the tests carried out onsections of piping, including test pressure, date of test

89

TESTING OF DRAIN, WASTE AND VENT PIPING

A. The pipes shall be joined, plugged and shall have been in position for atleast 24 hours before the tests are carried out.B. The piping shall be tested for line, gradient and water tightness. Furnishall labour and necessary testing instruments as directed by theEngineer’s representative.C. Install compression type rubber plugs with bleeding caps to plug branchrisers in horizontal piping. Install inflatable pneumatic rubber plugs forvertical risers and other inaccessible areas.D. Fill the piping with clean fresh water, leaving all the high points open toallow purging of air.E. All soil, waste, vent and storm piping shall be tested by filling entiresystem with water to a minimum head of 3 Ms (10 feet) minimum atany part of the system. The system shall hold the water level to within100 mm (4 inch) drop in 8 hours. Vertical piping shall be tested insections of two or three floors at a time.F. Check for leaks by swabbing with a dry tissue.G. Test completed piping by simultaneous flushing of all water closets.Test drainage branches by simultaneous discharge of filled bath tubs,washbasins etc.

DISINFECTION AND FLUSHING OF FRESH WATER PIPING SYSTEM

A. Prior to starting work, verify that system is complete, flushed and clean.B. Ensure pH of water to be treated is between 7.4 and 7.6 by addingalkali (caustic soda or soda ash) or acid (hydrochloric acid).C. Add disinfectant, free chlorine in liquid, powder or tablet form to obtain50 to 80 mg/L residual.D. Fill the system piping with chlorinated water and bleed water fromoutlets to ensure distribution and test for disinfectant residual atminimum 15 percent of outlets.E. Maintain disinfectant in system for 24 hours.F. During the disinfections period install temporary warning signs in bothArabic and English at conspicuous places throughout the Projectagainst using the chlorinated water.G. If final disinfectant residual tests less than 25 mg/L, at any outlet, repeattreatment.H. Flush disinfectant from system until residual equal to that of incomingwater or 1.0 mg/L.I. Take samples no sooner than 24 hours after flushing, from remote outletof each riser and from water entry, and analyse in accordance withAWWA C601. Submit result of analysis to Engineer’s representative forapproval.

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•INSPECTION, TESTS AND ADJUSTMENTS OF FIRE PUMPS

A. Prior to Start Up.1. The pump motor assembly alignment shall be checked and adjusted, ifnecessary. Steel cleats shall be welded on pump and motor bases to lock them inaligned position.2. Foundation and coupling bolts shall be tightened and locked.3. Pump shaft shall be checked for free rotation.4. Electrical continuity and insulation of motor and the control panel shall bechecked by meggering.5. The calibration of the relief valve opening and its installation shall be checkedand corrected if necessary.6. The system isolating valve/s shall be shut-off and the test line opened.

7. The tripping element of the circuit breaker shall be checked for correct selection

and proper installation. The star-delta change over timing shall be adjusted tothe period recommended by the motor manufacturer.8. System power supply voltage shall be checked and all other checks outlined inthe controller operation manual performed, before energizing thecontroller.9. The suction lines and the pump casing shall be checked for proper filling withwater.

B. The following shall be executed to start the system up:1. The direction of rotation of the pump shall be checked and corrected, ifnecessary, by momentary operation of the emergency start lever.2. The valve on the test line shall be partially closed to avoid the operation of thepump at high discharge rates.3. The pump shall be started on manual mode.4. The motor full load current shall be checked by manipulating the flow.5. The pressure relief valve shall be checked for proper operation by graduallyclosing the test valve.6. The pump and motor bearings shall be checked for signs of overheating.7. The suction line shall be checked for signs for entry of air and proper suctionintake flow.C. The pump performance shall be verified as follows:1. The pump head shall be checked at 100 % and 150 % of nominal flow and

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D. The following shall be executed to put the system into Service:1. Isolate the fire pump controllers.2. Close the test line and open the system isolating valve. Ensure that the systemoutlets are closed.3. Fill the system with the jockey pump. Maintain pressure for 24 hours and ensurethat there are no leaks.4. Energize fire pump controllers and ensure that the system is in automatic mode.

•HVAC SystemsDuring the manufacture (in Contractors premises only) and installation andafter completion of works; the system, sections of the system or itscomponents shall be tested by the Contractor/Specialist Subcontractor inthe presence of the Engineer’s Representative as directed below orelsewhere. The Contractor shall procure all testing instruments andaccessories and bear all costs in connection with the same:1. Basic materials for conformity with the specified standards.2. Supports and anchors for ability to withstand required loads.3. Pumping equipment for the specified flow, head, controls, safetyinterlocks and alarms; noise criteria, etc.4. Heat transfer equipment for full load capability, controls, safetyinterlocks, and alarms and operation of safety valves.5. Control system for operating ranges, tolerances, cutout, alarms etc.

•Electrical works Testing & Commissioning

Wiring Devices

A. Test all switches, socket outlets etc., for correct polarity and continuity of conductors inthe presence of and to the entire satisfaction of the Engineer.B. Carry out live phase to earth loop impedance tests at all switches and socket outletswith an approved earth loop impedance tester to the entire satisfaction of the Engineer.Ensure that all device plates have satisfactory earth continuity to the protectiveconductor system.C. Test all 13 Amp. socket outlets for instantaneous tripping of associated distributionboard current operated earth leakage circuit breaker using testing equipment,approved by the Engineer.

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Diesel GeneratorTesting shall be carried out at full load after completion of installation by theEngine manufacturer's qualified representation by the Engine manufacturer'squalified representative in the presence of the Engineer.2. If the above cannot be done then testing shall be done at themanufacturer/supplier's premises at full load in the presence of the Engineer. Allarrangements and costs incurred by such a test shall be responsibility of theContractor.

Switch BoardsTest shall be performed at the manufacturer’s plant in accordance with BS-5486.The manufacturer shall submit the test reports to the purchaser for approval.Inspection shall be carried out at the manufacturer’s plant and test witnessed by theEngineer before delivery of equipment to site.

UPS1. Routine tests shall be carried out at the manufacturer’s works on each completed unitand witnessed by the Purchaser and Owner or his appointed representatives. Thesetests shall include:a. Insulation resistance testb. Dielectric strength testc. Operational and sequence testd. Performance teste. Transient response testThe transient response should record the results with oscillograms. Thesetests shall include:- Simulation of an inverter failure which would cause the full load totransfer from the inverter to standby power.- Manual return of the full load from standby power to the inverter.- Simulation of failure of the AC power input of the battery charger.- Simulation of battery charger failure.- Measurement of the inverter output voltage when the input voltage isvaried between ± 10 percent and the frequency, between ± 2 Hz.f. Short circuit tests- Short the inverter output circuit to record the current limiting effect ofthe inverter.- Short the output of one of the branch circuits to ensure clearing of thefault.g. Temperature rise testh. Noise level testi. Measurement of dimensionsj. Visual check of workmanship and finish2. The manufacture shall submit these test reports for Owner’s approval.3. Approval by the purchaser/Owner shall not relieve the manufacturer of hiscommitments under the terms of the purchase order and this specifications.

93

•Telecommunication SystemTesting shall conform to TIA/EIA TSB-67 Transmission Performance Specifications forField Testing of Unshielded Twisted Cabling Systems and ANSI/TIA/EIA-568-A-1,Propagation Delay and Delay Skew Specification for 100-ohm 4-pair cable. Testingshall be accomplished using level III field testers.Test each pair of each cable for opens, shorts, grounds, and pair reversal. Correctgrounded and reversed pairs. Examine open and shorted pairs to determine if problemis caused by improper termination. If termination is proper, tag bad pairs at both endsand note on termination sheets.1) Perform testing of copper cables with tester meeting TIA/EIA TSB-67 andANSI/TIA/EIA-568-A-1 requirements.2) If horizontal cable contains bad conductors or shield, remove and replace cable.

Fire Alarm & Detection SystemA. After the installation is complete, the contractor shall conduct operatingcommissioning tests. The system installation, testing and commissioningshall be as per Kuwait Fire Brigade approval and requirements.B. The Fire Alarm System shall be completely programmed in accordancewith Kuwait Fire Brigade requirement and a specialist from themanufacturer shall attend and demonstrate the complete system.

Public Address SystemA. The completed public address system shall be fully tested and adjusted the transformertaps for appropriate sound level by the contractor in the presence of the ownersrepresentative.B. Measure and record sound pressure levels at designated locations.C. Upon completion of a successful test, the Contractor shall so certify in writing to theOwner and provide detailed, demonstration and training.D. Submit all shop drawings indicating installation details, cable routing and systemconfiguration and technical catalogue for each component.

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Submit fire alarm, fire protection, smoke

ventilation system shop drawing & materials to

KFB

Approval of fire alarm, fire protection, smoke

ventilation system shop drawing &

materials by KFB

Inspection of Installation prior ceiling

closing

Final Installation & Arch. Visual

inspection by KFB

Approval by KFB

Letter to KM for Power connection

Checking of site issuance of

clearing certificate by KM

Issuance of letter of Power connection

to MOE by KM

Submit HVAC as built & load calculation to

MOE

Submit elec as built & all loads

to MOE

Inspection of site

Approval of HVAC as built & load calculation

by MOE

Approve elec as built & all loads

by MOE

MOE Approval

Payment of fee to MOE by owner

Submit of Substation shop dwg

Substation Civil works inspection

Fix Transformer, HT Panel &

connection by MOE

Approval of Substation shop

dwgs

Approval of Civil works inspection

MEW Site inspection &

Approval

Payment of Fee by the owner

Submit MOC intake dwgs for

approval

Inspection of Intake By MOC

Approval by MOC

Physical installation, inspection

approval by MOC

Payment of fees by owner

Connection, activation of

telephone lines by MOC

Electrical Connection to site

Testing & commissioning

KFB Final operation

Final certification of acceptance

Project Complete

KFB KMMOE MEW MOC Civil Defense

Third Party inspection

Civil Defense inspection

95


5-Site Logistics

96


5 - Site Logistics Plan•The Site Logistic Plan includes the temporary fences, sign boards, Consultant site offices, Contractors site offices, subcontractors site offices, consultant and contractor’s car park shed, workshops for cutting & bending steel, stores for keeping materials, labors toilets & rest sheds. Temporary access routes are taken in consideration to allow equipments & machines movement around the construction site facilities. For further illustrations, refer to the attached plan

•Two Tower cranes (TC-1 and TC-2) will be erected as shown in the attached plans. The first Tower Crane TC-1 will be located at the open court area between axis (H & S) and axis (21 & 28). The second Tower crane TC-2 will be located at the open court area between axis (H & S) and axis (6 & 12). Both Tower cranes will have radius of 55 m and lifting capacity of 52.6 KN and will be installed after casting the raft foundation. A plan is attached to indicate the proposed foundation of the tower crane which will be submitted for approval to the consultant.

•Impact of Tower Crane (TC-1)

•Due to the tower crane location in the open court area between axis (21 & 28). Some construction activities will be on hold till dismantling the tower crane, such as the following:

•Part of the concrete slab in the ground floor (tower crane location)

•Cast in situ terrazzo tiles

•Flooring works at the basement.

•External Plaster works

•Impact of Tower Crane (TC-2)

•Due to the tower crane location in the open court area between axis (6 & 12). Some construction activities will be on hold till dismantling the tower crane, such as the following:

•Part of the concrete slab in the ground floor (tower crane location)

•Cast in situ terrazzo tiles

•Flooring works at the basement.

•External Plaster works

•Tower Crane Dismantling

•2 mobile cranes will be used for dismantling the tower crane, the tower crane boom and the counter jib will first be dismantled.

•After dismantling the boom and counter jib, the operator cabin will be dismantled.

•After dismantling the operator cabin, the tower crane section will be dismantled one by one till all sections are dismantled

97


Mobilization•The construction phase shall commence upon receiving the handing over of the site from the municipality. Accordingly, mobilization works shall start. The mobilization will be in accordance with the proposed time schedule and contract milestones and within this period all requirements mentioned in the specifications and other contract documents will be followed and coordinated with the municipality and other authorities for all related approvals and permits.

•The mobilization works shall include the following:

•Consultant & Contractor/ Subcontractors site offices

A/E site offices will be erected by a professional subcontractor, while main contractor staff office will be constructed by our carpentry workshop, and will be sited as approved by the engineer, In addition to all the site temporary services such as fire fighting, water supply, drainage, electric HVAC, telephone network, etc. The offices will be furnished and equipped as required. Suitable paved temporary site access roads as per standard. Detailed shop drawing for the above will be submitted for consultants review and approval prior execution.

•Consultant & Contractor car park sheds

Consultant and main contractor car park shed will be erected by a professional subcontractor to allow adequate number of cars, and will be sited as approved by the engineer. Detailed Shop drawing will be submitted for review and approval prior the execution.

•Temporary fence

A complete fence will be executed as specified in tender documents, with the relevant approved shop drawings. All Client, CM and consultant requirements shall be taken into consideration

•Sign Boards

Shop drawings will be submitted in due time for the same for approval prior fixation, as well as all calculations required. Necessary electrical supply to sign board lighting shall be provided.

•Stores

Covered storage area for different type of materials will be provided, and will be sited as approved by the engineer.

•Work shops

•The site will be provided with work shops for steel reinforcement preparation, cutting and bending, as well as formwork and shutter assembling

98


•Labors rest sheds & toilets

•Labors rest sheds, drinking fountains, guard house, etc shall be provided, and will be located as approved by the engineer.

•Temporary Lighting & Power

Adequate lighting and power shall be provided for all construction tools and equipment without overloading the temporary facilities, and shall be made available for construction operations of all trades .

•Construction debris removal

The debris will be removed as required to maintain the site tidy and accessible all the time, and the same will be transported to the offsite dumping area.

Temporary Controls

Temporary controls shall be taken in consideration as specified during the construction period, such as noise control, dust control, water control , fire fighting control, etc.

First Aid Facilities

First aid Facilities shall be provided as per the safety program

99


Site Logistic Plan

Figure 5.1100


Tower Crane (TC1)

Tower Crane (TC2)

Tower Cranes Locations

Figure 5.2101

Real Estate Construction & Fabrication Co.Figure 5.3102


6- Activity Coding & ID System

103

No Description Number of characters Notes1 Phase 12 Building 13 Floor 24 Zone 15 Sub Zone 26 Subcontractor 27 Division 38 Sub Division 5

No Type Description Notes1 G General2 E Engineering Phase3 C Construction Phase4 S Project Closure

No Location Description Notes1 G General2 C Subcontractors/Sppliers3 S Shop Drawings4 M Materials5 B Main Building6 X External Works7 T Testing & Commissioning8 A Authorities Approvals9 O Close Out

10 P Provisional Items

No Floor Description Notes1 GN General2 SA Submittal & Approvals3 MU Mock Ups4 PR Procurement5 FD Foundation6 BF Basement7 GF Ground Floor8 FF First Floor9 SF Second Floor

10 RF Roof11 UR Upper Roof12 EV Elevators13 ST Staircases14 EL Elevations15 EX External Works

No Zone Description Notes1 G General2 A Zone A3 B Zone B4 C Zone C5 S Shelter Area only in basement6 N North Elevation7 O South Elevation8 W West Elevation9 E East Ealevation

10 1 Zone 1 for external works11 2 Zone 2 for external works12 3 Zone 3 for external works

Nursing Institute - PAAET

RECAFCO

Activity Coding System

104

No Sub Zone Description Notes1 GN General2 A1 Zone A1 For Concrete works only3 A2 Zone A2 For Concrete works only4 B1 Zone B1 For Concrete works only5 B2 Zone B2 For Concrete works only6 C1 Zone C1 For Concrete works only7 C2 Zone C2 For Concrete works only8 DR Dry Areas9 WT Wet Areas

10 CO Corridors11 S1 Stair Case 112 S2 Stair Case 213 S3 Stair Case 314 S4 Stair Case 415 S5 Stair Case 516 S6 Stair Case 617 S7 Stair Case 718 S8 Stair Case 819 S9 Stair Case 920 MA Mechanical Area21 TR Transformer Room22 O1 Open Court Area 123 O2 Open Court Area 224 O3 Open Court Area 325 IS Infrastructure works26 LS Landscape works

No Subcontractor Description Notes1 RC Recafco Main Contractor2 DS Drake & Skull Electormechanical Subcontractor3 JN Jassim Al-Nisf Waterproofing Subcontractor5 KF Kuwait Foundation Shoring works subcontractor6 AL Alico Kuwait Aluminium Works subcont.7 BD Boodai Trading Co Shelter Equip. subcontractor8 KZ KZ Pest Control Anti Termite Subcontractor9 ET ETA Engineering & Elevator Co Elevator works subcontractor

No Division Description Notes1 GN0 General2 020 Division 02 - Earth Works3 030 Division 03 - Concrete Works4 040 Division 04 - Masonry Works5 050 Division 05 - Metal Works6 070 Division 07 - Thermal & Moisture Protection7 080 Division 08 - Doors & Windows8 090 Division 09 - Finishes9 100 Division 10 - Specialities

10 110 Division 11 - Equipment11 120 Division 12 - Furinture12 130 Division 13 - Special Construction13 140 Division 14 - Conveying System14 15P Division 15 - Mechanical Works (Plumbing)15 15F Division 15 - Mechanical Works (Fire Fighting)16 15H Division 15 - Mechanical Works (HVAC)17 15L Division 15 - Mechanical Works (LPG)18 160 Division 16 - Electrical works

No CSI Subdivision Description Notes1 01110 SUMMARY OF WORKS2 01250 CONTRACT MODIFICATION PROCEDURE3 01290 PAYMENT PROCEDURES4 01311 PROJECT COORDINATION5 01312 MECHANICAL AND ELECTRICAL COORDINATION6 01313 PROJECT MEETINGS7 01321 NETWORK ANALYSIS SCHEDULES8 01322 CONSTRUCTION PHOTOGRAPHS9 01330 SUBMITTAL PROCEDURES

10 01333 DOCUMENT PRODUCT DATA AND SAMPLES11 01400 QUALITY REQUIREMENTS12 01420 REFERENCE STANDARDS AND DEFINATIONS13 01455 MOCK UP REQUIREMENTS

105

No CSI Subdivision Description Notes14 01458 TESTING LABORATORY SERVICES

15 01505 CONSTRUCTION FACILITIES AND TEMPORARY CONTROL

16 01521 FIELD OFFICE AND SHEDS17 01555 TRAFFIC CONTROL18 01561 SAFETY MEASURES AND STANDARD19 01562 TEMPORARY BARRIERS AND ENCLOSURES20 01580 PROJECT IDENTIFICATION AND SIGNS21 01600 PRODUCT REQUIREMENT22 01632 ALTERNATIVES AND SUBSTITUTES23 01722 FIELD ENGINEERING24 01732 CUTTING AND PATCHING25 01741 FINAL CLEANING26 01742 PROGRESS CLEANING27 01750 STARTING AND ADJUSTING28 01770 CLOSEOUT PROCEDURES29 01783 OPERATION AND MAINTENANCE30 01785 DUTIES DURING MAINTENANCE PERIOD31 01787 PROJECT WARRANTIES32 01789 PROJECT RECORD DOCUMENTS33 02210 SUBSURFACE INVESTIGATION34 02330 SITE CLEARING35 02240 DEWATERING36 02260 EXCAVATION SUPPORT & PROTECTION37 02300 EARTH WORK38 02362 TERMITE CONTROL39 02510 ASPHALT WORK40 02580 ROADWAY AND PARKING MARKINGS41 02772 PRECAST CONCRETE CURBS42 02783 INTERLOCK PRECAST CONCRETE PAVERS43 02890 TRAFIC SIGN AND SIGNALS44 03100 CONCRETE FORMWORK45 03200 STEEL REINFORCEMENT46 03300 CAST IN-PLACE CONCRETE47 03480 PLANT PRECAST ARCH. CONCRETE48 03550 CONCRETE TOPPING & FLOOR FINISH49 03520 LIGHTWEIGHT CONCRETE FILL50 03535 SAN CEMENT SCREED51 04050 CONC. UNIT MASONRY52 04815 GLASS UNIT MASONARY53 05500 METAL FABRICATIONS54 05521 METAL RAILINGS55 05580 ARCHITECTURAL METAL56 07110 MEMBRANE WATERPROOFING57 07120 FLUID APPLIED W/P58 07160 BITOMINIOUS WATERPROOFING59 07210 BUILDING INSULATION60 07320 PRECAST CONC. ROOF TILES61 07551 MODIFIED BITUMINIOUS PROOFING62 07620 SHEET METAL FLASHING & TRIM63 07920 JOINT SEALANT64 07840 FIRESTOPPING65 08110 STEEL DOORS AND FRAMES66 08120 ALUMINIUM WORKS (DOORS)67 08210 FLUSH WOOD DOOR68 08310 ACCESS DOORS & PANELS69 08520 ALUMINIUM DOORS & WINDOWS70 08710 DOOR HARDWARE71 08800 GLAZING72 08900 GLAZED CURTAIN WALL

106

No CSI Subdivision Description Notes73 09220 PORTLAND CEMENT PLASTER74 09250 GYPSUM BOARD75 09260 GYPSUM BOARD ASSEMBLIES76 09310 CERAMIC TILE77 09420 PRECAST TERRAZZO78 09440 CAST IN SITU TERRAZZO79 09505 GYP.BOARD SUSP.CEILING80 09510 SUSPENDED CEILING81 09546 METAL CEILINGS82 09638 STONE FLOORING83 09651 RESILIENT BASE AND ACCESSORIES84 09653 SHEET VINYL FLOOR COVERING85 09671 EPOXY FLOORING86 09680 CARPET TILES87 09910 PAINTING88 10265 IMPACT RESISTANT WALL PROTECTION89 10270 ACCESS FLOORING90 10400 IDENTIFICATION SIGNS91 10810 TOILET ACCESSORIES92 11460 UNIT KITCHENS93 12566 LABORATORY FURNITURE94 13036 PUBLIC SHELTER95 14210 ELECTRIC TRACTION ELEVATORS96 15050 PLUMBING SYSTEM97 15060 HANGERS AND SUPPORTS98 15070 MECHANICAL SOUND & VIBRATION CONTROL99 15075 MECHANICAL IDENTIFICATION

100 15080 MECHANICAL INSULATION101 15100 PLUMBING PIPING102 15121 EXPANSION COMPENSATION103 15122 METERS AND GUAGES104 15123 PIPING SPECIALITIES105 15140 PLUMBING SPECIALITIES106 15181 HYDRONIC PIPING AND VALVES107 15183 REFRIGERANT PIPING108 15185 HVAC PUMPS109 15190 FUEL PIPING110 15300 FIRE PROTECTION SYSTEM111 15310 FIRE PROTECTION PIPING112 15320 FIRE PUMPS & ACCESSORIES113 15325 SPRINKLERS SYSTEM114 15330 FIRE PROTECTION SPECIALITIES115 15355 FOAM EXISTING SYSTEM116 15375 STAND PIPE AND HOSE SYSTEM117 15400 PLUMBING EQUIPMENT118 15410 PLUMBING FIXTURES119 15450 WATER STORAGE TANKS AND ACCESSORIES120 15500 HVAC SYSTEM121 15725 AIR HANDLING UNITS122 15731 PACKAGED AIR HANDLING UNITS123 15734 COMPUTER ROOM AIR CONDITIONING UNIT124 15738 SPLIT SYSTEM AIR CONDITIONING UNIT125 15761 AIR COILS126 15763 FAN COIL UNITS127 15785 AIR TO AIR ENERGY RECOVERY UNITS128 15810 DUCTS (DUCT WORK)129 15820 DUCT ACCESSORIES130 15837 CENTRIFUGAL FANS AND AXIAL FANS131 15838 POWER ROOF VENTILATORS132 15841 BYPASS VARIABLE AIR VOLUME TERMINALS133 15855 DIFFUSERS, REGISTER AND GRILLS

107

No CSI Subdivision Description Notes134 15900 BUILDING AUTOMATION SYSTEM135 15860 AIR CLEANING DEVICES136 15950 TESTING ADJUSTING & BALANCES OF HVAC137 15900 BUILDING AUTOMATION SYSTEM138 15400 PLUMBING SYSTEMS139 15500 HVAC SYSTEMS140 16050 BASIC ELECTRICAL MATERIALS & METHODS141 16060 GROUNDING & BONDING142 16075 ELECTRICAL IDENTIFICATION143 16123 BUILDING WIRES & CABLES144 16130 RACEWAY & BOXES145 16133 CABLE TRAYS146 16134 UNDERFLOOR RACEWAY ASSEMBLIES147 16140 WIRING DEVICES148 16210 ELECTRICAL WORKS FOR SUBSTATION149 16235 DIESEL GENERATOR150 16441 SWITCHING BOARDS151 16442 PANEL BOARDS152 16443 MOTOR CONTROL CENTERS153 16500 LIGHTING FIXTURES154 16611 UNINTERRUPTIBLE POWER SUPPLY SYSTEM155 16640 AUTOMATIC TRANSFER SWUTCH156 16670 LIGHTING PROTECTION SYSTEM157 16710 TELECOMMUNICATION SYSTEM158 16721 INTEGERATED FIRE ALARM159 16725 SECURITY AND CCTV SYSTEM160 16771 AUDIO VISUAL SYSTEM161 16800 CLOCK SYSTEM162 16821 PUBLIC ADDRESS SYSTEM163 16850 TV AND SATELITE SYSTEM164 16860 INTERACTIVE ELECTRONIC SMART BOARD

108

Activity ID System

20 characters will be used for the Activity ID

1 . 3 . 5 6 . 8 . 10 11 . 13 14 15 16 17 . 19 20

Phase Location Zone Sub Zone Subdivision Number

Example

C.B.GF.A.WT.09310.01 = Ceramic Flooring for wet areas at Ground floor Zone A

Floor

109


7- Productivity Rates

110

No. of working days : 6 days/ week (Saturday to Thursday, Friday is day off)Working shifts : one shift / dayWorking hours : 8 hours / dayOver time and Fridays shall be used if necessary to keep on schedule or to compensate for any unexpected events.

No Division Item Describtion Productivity Rate per day Crew (Manpower/Equipment)

1 Div 02 Excavation Works 350 m³ 1nos Loader

2 Div 02 Shoring 50 m² 4 shoring labours

3 Div 02 Backfilling 80 m³ 2 Roller + 2 compactor + 4 labors

4 Div 02 Preparation of blinding 200 m² 3 Labours + 1 Compactor

5 Div 02 Anti Termite Control 600 m² 1 labour

6 Div 02 Kerbstones 75m 3 Masons

7 Div 02 Inerlock Tiles 30m² 4 Masons

8 Div 02 Asphalt 2000m² 1 Asphalt paver + Roller + Pnuematic wheel + compacter & compressor

9 Div 03 Concrete Slab 30m² 4 carpenters + 2 labour + 4 Steel Fixers

10 Div 03 Concrete Columns 5 nos 2 carpenters + 2 steel Fixers + 2 Labours

11 Div 03 Precast Concrete Cladding 60m² 6 mason + 1 crane

12 Div 03 Concrete Topping / Screed 40m³ 5 concreter + 1 finisher

13 Div 03 Leight weight concrete 60m³ 6 concreter + 1 finisher

14 Div 04 Block Works 15m² 1 Block work mason + 1 Labour

15 Div 04 Glass Block Works 5m² 1 Mason + 1 Helper

16 Div 05 Handrails 10m 1 Handrail mason + 1 helper

17 Div 07 Waterproofing membrane 60m² 1 WP mason

18 Div 07 Protection Board 60m² 1 WP mason

19 Div 07 Building Insulation 100m² 1 Mason + 1 Helper

20 Div 07 Concrete Pavers for Roof 30m² 1 Tile Layer + 1 Helper

21 Div 07 Metal panels cladding 30m² 1 Cladding Mason + 1 Helper

22 Div 07 Aluminium Flashing 60m² 1 Mason + 1 Helper

23 Div 07 Fire Stop 40mr 1 Mason + 1 Helper

24 Div 08 Door Frames 5 Nos 1 Doors carpenters + 1 helper

25 Div 08 Door Leaves 5 Nos 1 Doors carpenters + 1 helper

26 Div 08 Door Hardware 5 Nos 1 Doors carpenters + 1 helper

27 Div 08 Frameless Glass panels 30m² 2 Metal Masons + 1 helper

28 Div 09 Cement plaster 1st stage 60m² 1 Plaster mason + 1 Helper

29 Div 09 Cement plaster 2nd stage 30m² 1 Plaster mason + 1 Helper

30 Div 09 Ceramic walls for wet areas 12m² 1 ceramic mason + 1 helper

31 Div 09 Ceramic Skirting 30mr 1 ceramic mason + 1 helper

32 Div 09 G.B partition Studs+1st Layer +Insulation 20m² 2 mason + 1 Helper

33 Div 09 G.B parititions Closing 50m² 2 mason + 1 Helper

34 Div 09 Gypsum false ceiling 20m² 1 Mason + 1 Helper

35 Div 09 Metal false ceiling 30m² 1 Mason + 1 Helper

36 Div 09 Paint preparation 40m² 1 Painter

37 Div 09 Painting Coats 40m² 1 Painter

38 Div 09 Vinyl Tiles 25m² 1 Tile Layer + 1 Helper

Productivity Rates

111

No Division Item Describtion Productivity Rate per day Crew (Manpower/Equipment)

39 Div 09 Rubber Tiles 25m² 1 Tile Layer + 1 Helper

40 Div 09 Marble Tiles 12m² 1 Tile Layer + 1 Helper

41 Div 09 Marble Skirting 30mr 1 Tile Layer + 1 Helper

42 Div 09 Marble Threshold 20mr 1 Tile Layer + 1 Helper

43 Div 09 Marble Counter 15mr 1 Tile Layer + 1 Helper

44 Div 09 Granite Flooring 12m² 1 Tile Layer + 1 Helper

45 Div 09 Terrazzo Tiles 15m² 1 Tile Layer + 1 Helper

46 Div 09 Insitu Terrazo tiles 5m² 1 Tile Layer + 1 Helper

47 Div 09 Carpet Tiles 40m² 1 Tile Layer + 1 Helper

48 Div 09 Wood Flooring 10m² 1 Mason + 1 Helper

49 Div 10 Wall & Corner guards 7 nos 1 Mason + 1 Helper

50 Div 10 Toilet Accessories 5 nos 1 Mason + 1 Helper

51 Div 10 Access Flooring 20m² 1 Mason + 1 Helper

52 Div 10 Internal Signage 12 Nos 1 Signage Mason

53 Div 12 Lab Furnitures 10 seats 1 Finishing Carp. + 1 helper

54 Div 13 Shelter Doors 1 nos 3 Mason + 1 Helper

55 Div 15 Laying Water supply pipes 30m 1 plumber + 1 helper

56 Div 15 Laying Drainage pipes 24m 1 plumber + 1 helper

57 Div 15 Laying Fire Fighting Pipes 24m 1 FF Pipe Fitter + helper

58 Div 15 Laying HVAC Ducts 70 kg 1 Duct Fitter + 1 helper

59 Div 15 Duct Insulation 20 m 1 Duct Fitter + 1 helper

60 Div 15 HVAC Piping 20m 1 Pipe Fitter + 1 helper

61 Div 16 Installing Cable Trays 15m 1 Electrician + Helper

62 Div 16 Electrian Conduiting 24m 1 Electrician + Helper

63 Div 16 Wiring Works 400m 3 Electricians + 3 helpers

64 Div 16 Laying Cables 20m 3 Electricians + 3 helpers

112

Documents

Method Statement for a construction project