01- jahra hospital method of construction

Jahra Governorate, Kuwait

DESIGN DEVELOPMENT, CONSTRUCTION, MEDICAL EQUIPMENT, FURNISHING, AND OPERATIONAL MAINTENANCE

OF THE NEW JAHRA HOSPITAL

(RE-TENDER)

PRELIMINARY CONSTRUCTION METHOD STATEMENT

& MASTER CONSTRUCTION SCHEDULE

Employer:

AMIRI DIWAN

TENDER NO. ) ٨٠دأ/ھـ/(

Prepared by:

MOHAMMED ABDULMOHSIN AL-KHARAFI & SONS CO.

DESIGN DEVELOPMENT, CONSTRUCTION, MEDICAL EQUIPMENT, FURNISHING, AND OPERATIONAL MAINTENANCE OF

THE NEW JAHRA HOSPITAL

M.A.Kharafi & Sons Co. General Construction Method Statement & Preliminary Master Construction Schedule

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TABLE OF CONTENTS

1 Narrative Description: ................................................................................................................ 4

1.1 Purpose ....................................................................................................................................... 4

1.2 Project Description ..................................................................................................................... 4

1.3 Project Location ......................................................................................................................... 4

1.4 Contract Data Summary ............................................................................................................. 4

2 Methodology .............................................................................................................................. 5

2.1 General ....................................................................................................................................... 5

2.2 Design & Construction of the project contains the following main items: ................................ 5

2.2.1 Design Stage ............................................................................................................................... 5

2.2.2 Construction stage ...................................................................................................................... 6

2.3 Mobilization ............................................................................................................................... 6

2.4 Communication Control ............................................................................................................. 7

2.5 Coordination Meeting Strategy .................................................................................................. 7

2.6 Engineering Activities ................................................................................................................ 7

2.6.1 Subcontractors ............................................................................................................................ 7

2.6.2 Shop Drawings ........................................................................................................................... 8

2.6.3 Materials ..................................................................................................................................... 8

2.6.4 Procurement Planning and control ............................................................................................. 8

2.7 Work Activity and Construction stage ....................................................................................... 9

3 Buildings of the project ............................................................................................................ 11

3.1 Hospital HSP ............................................................................................................................ 11

3.2 Dental Clinic DNT ................................................................................................................... 17

3.3 Regional Health Admin RHA .................................................................................................. 19

3.4 Central Utility Plant CUP ......................................................................................................... 20

3.5 Staff Car Park CP1 ................................................................................................................... 21

3.6 Public Car Park CP2 ................................................................................................................. 23

4 General Construction Activities – Civil/Finishing Works ....................................................... 25

4.1 Civil Works .............................................................................................................................. 25




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4.1.1 Shoring, Dewatering & Excavation ......................................................................................... 25

4.1.2 Concrete Works ........................................................................................................................ 25

4.1.3 Formwork ................................................................................................................................. 25

4.1.4 Steel Reinforcement ................................................................................................................. 26

4.2 Finishing Works ....................................................................................................................... 27

4.2.1 Walls Finishing ........................................................................................................................ 27

4.2.2 Work Sequence ........................................................................................................................ 27

4.2.3 Ceilings Finishing .................................................................................................................... 27

4.2.4 Floors Finishing ....................................................................................................................... 27

4.2.5 Metal Works ............................................................................................................................. 28

4.2.6 Roofing Works ......................................................................................................................... 28

4.2.7 Doors and Windows ................................................................................................................. 28

4.2.8 Glazed Aluminum Curtain Walls ............................................................................................. 29

5 Resources ................................................................................................................................. 30

5.1 Equipment ................................................................................................................................ 30

5.2 Cranes ....................................................................................................................................... 31

6 MAINTENANCE OF WORK ................................................................................................. 32




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1 Narrative Description:

1.1 Purpose The Purpose of this preliminary method statement is to set out the general manpower,

equipment and sequence of work required to complete the project. This is a live document

which will be detailed at a later stage and extended at regular intervals as further method

statements for areas of work are prepared. The method statement is a quality controlled

document, reviewed and issued in accordance with the quality plan and will be audited and

updated as necessary.

1.2 Project Description

The main purpose of The New JAHRA Hospital Project is to enhance the provision of Medical facilities for the people of Kuwait, the Amiri Diwan plans the construction of the New Jahra Hospital. This shall provide a comprehensive range of services, and shall offer exemplary care of the highest international standards.

1.3 Project Location

1.4 Contract Data Summary

جليب الشيوخ

PROJECT LOCATION




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2 Methodology

2.1 General The Contractor will organize and implement all the activities necessary to achieve efficient and timely completion of the project by the following: Assuring compliance with contract requirements and schedule commitments

and working drawings and completion of the project on time.

Overseeing interface and ensuring proper coordination with and between

subcontractors to complete the project on time.

Overseeing material and shop drawings approvals and material procurement.

Ensuring availability of manpower and equipment resources.

Overseeing the enforcement of the quality and safety control programs.

Ensuring availability of manpower and equipment resources.

2.2 Design & Construction of the project contains the following main items:

2.2.1 Design Stage Tender of this project Includes (but not for all buildings) the final stage of buildings’ design with Final Concrete Dimension and structure steel reinforcement, therefore the first step of this project is completing design stage for all buildings which will done within two phases:

a- Design Development

b- Design Coordination and Details

Where coordination means primary coordination in design stage between Architecture, Structure, Electro-Mechanical Services and other trades of the project items

Contract Title: DESIGN DEVELOPMENT, CONSTRUCTION, MEDICAL EQUIPMENT, FURNISHING, AND OPERATIONAL MAINTENANCE OF


Employer: DIWAN AMIRI

Contract Duration: 730 Days




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2.2.2 Construction stage The New JAHRA Hospital Project comprise of 6 Buildings will be Built in construction stage the following:

01‐Hospital HSP 02‐Dental Clinic DNT

03‐Regional Health Admin RHA 04‐Central Utility Plant CUP

05‐Staff Car Parking CP1 06‐Public Car Parking CP2

2.3 Mobilization

The site will be inspected by the Contractor to identify the various existing services and

such services shall be directed and sealed before starting the work in accordance with the

related authorities, statutory agencies, etc.. All required quality control & safety procedures

shall be followed. Temporary site offices and facilities will be installed after obtaining

required governmental permits and according to the approved construction schedule. Also

the temporary fence and project sign boards will be installed in this period.

Mobilization Site Plan

Offices and workshop Proposed Places




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2.4 Communication Control Communication Control is key to Management this project and keeping all stakeholders,

management, staff and project team informed and aware at all stages of the project is vital

to the success of the project. Our communication management model shall streamline and

integrate project information with all stakeholders and facilitate sharing and project

collaboration. It shall provide secure, integrated access to project wide performance metrics,

reports and project data.

2.5 Coordination Meeting Strategy The purpose is to define the Co‐ordination procedure, which shall be used throughout this

project. This is intended to facilitate clarifications of any nature related to drawing

coordination, Site coordination between the Coordinators of each Trade of the

Subcontractors.

1. Prior to the start of the Contractors activities according to the Approved Schedule,

the Main Contractor shall notify in advance the Subcontractors of their anticipated

activities in the site.

2. Following a site investigation between the Subcontractors and the Main contractor

shall be carried out to ensure the compatibility of equipment’s, temporary facilities

and storage of material in the site.

3. A construction progress meeting shall be arranged regularly between the Main

Contractor and the Subcontractors to discuss the different queries during the

construction of work.

2.6 Engineering Activities

2.6.1 Subcontractors The contractor shall follow the regular rules in appointing subcontractors he wishes to use in

the project with provision that they have the necessary experience to carry out the works and

are specified in accordance with Particular Specifications or equal alternative. The contractor

will submit the specialist subcontractors for approval by the consultant and client.




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2.6.2 Shop Drawings

A comprehensive study of the contract design drawings shall be made by the contractor’s

technical department. Co‐ordination between drawings shall be performed prior to the issue

of shop drawings. Shop Drawings will be coordinated with other interfacing contractors

working in the area and signed off by each of them. The contractor will submit the shop

drawings log for approval by the consultant for shop drawings progress monitoring.

2.6.3 Materials

The contractor will submit the materials log for approval by the consultant for materials

progress monitoring. The Materials will be submitted according to the log for approval by the

consultant and Ministry.

2.6.4 Procurement Planning and control

Material procurement will be performed according to the approved construction schedule.

Material needed for construction shall be procured and stored in the project site store, if

applicable, until it is executed on‐site. The duration of material procurement will differ,

depending on its availability, lead time and country of origin. Long lead items should be given

special attention in order to submit for approval as early as possible. The Contractor shall

issue purchase orders and/or delivery orders in a timely manner, consistent with the overall

construction schedule. The contractor shall make arrangements directly with the transporter

or through a supplier to have orders transported to the contractor's site store, if applicable,

or the contractor’s warehouse. After the approval of material source, manufacturer’s data

and sample, the Contractor shall place orders for the material for each portion of the building

and works listed in the Contract for approval. The sequence for ordering of materials vis‐à‐vis

the various approvals of the Engineer’s Representative shall be as follows:

1. Obtain approval to source of Material/manufacturer of product.

2. Obtain approval to technical data/manufacturer data of material/product.

3. Obtain approval to Sample.

4. Place order.




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2.7 Work Activity and Construction stage The New JAHRA Hospital Project comprise of 6 Buildings will be Built in construction stage the following:

01‐Hospital HSP

02‐Dental Clinic DNT

03‐Regional Health Admin RHA

04‐Central Utility Plant CUP

05‐Staff Car Parking CP1

06‐Public Car Parking CP2

07‐External Work EW




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Project Layout (The New JAHRA Hospital Buildings)

6

1

2

3

4

5

7




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3 Buildings of the project

3.1 Hospital HSP This Building is the Main Building of the new JAHRA hospital project and it consists of

basement floor, ground floor and 13 floors as the following details:

The Hospital Building Designed with total floors’ area about 401,600 m2

the construction of this building Consists of:

Basement Floor Retaining Walls about 1,300mL x6mH = 7,800 m2

The shoring will cover 1300 meter length with about 8 meters height

Anchoring Machine install 5anchores/day which cover 10 meter length for one row

This means that we requires 4 anchoring machines to cover first 400 meter length shoring within 25 days

to start (excava on and leveling for tower area 250x150m)

A er that con nue the shoring with 2 Machines only to complete shoring 10m(5anchors/one row)/day

for each which requires about 135 days to complete the shoring process

Towers Area about

270m x 130m

Requires shoring for 400meter




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Basement Floor Slab area about 67,750 m2

In order to construct this area within 112 days we have to provide 45,000 m2 of shutter

Where we shall start Formwork of 1st 22,500 m2

1. Next step start Formwork of 2nd 22,500 m2 at the same time of fixing steel rebar and concrete pouring

in 1st part

2. Next step start fixing steel of 2nd 22,500 m2 at the same me of concrete treatment of 1st part

3. Next step Dismantling 1st part formwork and start Formwork of 3rd part 22,500 m2 at the same time of

complete fixing steel rebar and concrete pouring in 2nd part

4. Last step fixing steel rebar and pouring the remaining part

Basement floor parts of shutters

PART

(1)

PART

(2)

PART

(3)




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Ground Floor – 3rd Floor Slab area about 42,375 m2 for Each

4th Floor Slab (Mechanical, Atrium and Towers)area about 52,725 m2

Ground Floor to 4th Floor parts of shutters and Procedure In order to construct this area within 112 days for each Floor we have to provide the half area of shutter

which is approximately exist in basement floor (about 22,500 m2)and after completing basement floor

shu er for (45,000 m2 of shutter will be available to use for next floors)

1. Where we shall start Formwork of 1st Half floor Formwork (22,500 m2)

2. Next step start Formwork of 2nd Half of Ground Floor about (22,500 m2) at the same time of fixing

steel rebar and concrete pouring in 1st part.

3. Next step start fixing steel rebar and pouring of 2nd part about (22,500 m2) at the same time of

concrete treatment of 1st part.

4. Next step Dismantling 1st part formwork and start Formwork of 1st part of 1st… etc. up to completion

of 4th floor.

PART

(1)

PART

(2)




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Hospital Building with Required Tower Cranes

TOWERS 14 FLOORS




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Hospital Building with Required Tower Cranes

Lower Building Divided into 6 Parts Need (6 Cranes No’s)

Upper Buildings Consists of 4 Tower No’s Need 2 Cranes for Each, (8 Cranes No’s)

Four Number of Towers (A,B,C &D)Con nue from Level 5 to Level 13 with typical

floor Area about 3750 m2 for each (Total = 15000 m2)

o Provide one workmanship crew and one set of shutter for Columns and Core

walls to cover Half Floors for each tower at the same time( Fixing, Pouring and

Dismantle =12 days)

o Provide 3 Sets of Slab shu er to cover 3Floors for each tower

(Formwork, Steel Fixing and Pouring =12 days/ Half Floor) for each tower

Slab Floor Duration (18+18 = 36 Days)

That Means One tower Floor Slab Requires: (12+18+18=48 Days)

o Considering Lag time 10 days required between each tower starting work for raft

under each tower (3x10=30 Days)

Complete floor of all towers takes (30+48=78 Days) for Each Floor.

Tower

(1)

Tower

(2)

Tower

(3)

Tower

(4)




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o Total shutter requires at the same time for Comple ng 3 floors:

(3x15000 =45,000 m2) which is available from basement floor work.

Tower

(1)

Tower

(2)

Tower

(3)

Tower

(4)




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3.2 Dental Clinic DNT The New Dental Building beside an Existing one, Designed with total floors’ area about

29,800 m2 the construction of this building Consists of:


Basement Retaining Walls area about 400mL x4mH = 1,600 m2

1 anchoring machine will be used to complete 400 ML of shoring work within 60 Days

where Machine can make 4 anchors for one row /day (4 anchors cover 8 meter Length)

Ground, 1st , 2nd Floor Slabs area about 5,600x3 =16,800 m2

Mechanical Roof Slab area about 3,000 m2

Part of Basement Floor Slab is “Precast Pre stressed” Double TT Slab

Major Area of Basement Floor and Other Floors are Hollow Block Slab “ribbed Slab”

Required shu er about 5000 m2 for one Floor only

TT Precast Slab

TT Precast Slab

TT Precast Slab

Hollow Block Slab “Ribbed Slab”




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3.3 Regional Health Admin RHA The Regional Health Admin Building of the project, Designed with total floors’ area about


BF, GF, 1ST and ROOF

1 anchoring machines will be used to complete 215 ML of shoring work within 37 Days





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3.4 Central Utility Plant CUP The Central Utility Plant CUP Building of the project, Designed with total floors’ area about


BF, GF, 1ST and ROOF




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3.5 Staff Car Park CP1 The Car Park CP1 Building, Designed with total floors’ area about 104,020 m2

The construction of this building Consists of:


Basement Retaining Walls area about 700 mL x4.5mH = 3,150 m2 Retaining Walls

1 anchoring machine will be used to complete 500 ML of shoring work within 50 Days


Basement ra will divided into 3 parts as shown

Each part will be divided into 2 Zones through Service Path Road where equipment will

respect direction and sequence as shown in figures below

We shall provide 50 M.L of shu er with Height of 4M for Retaining Walls Reuse Every 7

Days (7 M.L / Day) which means: to complete this item (700 M.L of retaining walls

Require within 100 days)

Ground Floor Slab and 5 Typical Floor Slabs area about 14,860x6= 89,160 m2

Part

(3)

Part

(2)

Part

(1)




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Stairs (11No’s) & Columns(120 No’s)require 30 days, 15/half floor and then start fixing

Double TT pre stressed slabs by Using 2Mobile Cranes to fix 4 pieces by each (8

pieces/day) where it requires 42 days to fix331 pieces / floor

Roof Slab for staircases and other area covered with Tents which require light structure

system.

Finishing Items (Drainage System, Concrete Topping, Paving, Hardener signage and

epoxy … etc.) required 135 days/floor

Wall finishing items and ventilation system requires 180/floor

Fire Fighting, LT and Security Systems requires 135 days/floor




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3.6 Public Car Park CP2 The Car Park CP1 Building, Designed with total floors’ area about 65,320 m2

The construction of this building Consists of:


Basement Retaining Walls area about 557mL x4.5mH = 2,506 m2

Shu ers Required is 40 ML will Re‐Used /7 Days (6ML/Day) require within(90 days) to

complete retaining walls

Ground Floor Slab and 5 Typical Floor Slabs area about 9,260x6= 55,560 m2

Roof Slab for staircases and other area covered with Tents

Finishing Items (Drainage System, Concrete Topping, Paving, Hardener signage and

epoxy … etc.) required 75 days/floor

Wall finishing items and ven la on system requires 150 days/floor

Fire Fighting, LT and Security Systems requires 112 days/floor




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4 General Construction Activities – Civil/Finishing Works

4.1 Civil Works

4.1.1 Shoring, Dewatering & Excavation The equipment which will be used in the shoring, dewatering & excavation

works, vary in quantities & numbers, depending on the work volume to be executed.

Flood lights will be used to lighten the site at night in the case of the works being carried at night. All safety rules & regulations as per the approved safety manual & local authorities’ requirements shall be strictly implemented and monitored by installing all warnings & safety signs in proper visible locations along the site.

4.1.2 Concrete Works Ready‐mix concrete will be obtained from an approved ready‐mix plant as

per approved design mix and will be transported to site by transit mixers by sequencing their movement in order to avoid long waiting periods.

Concrete discharge to the required formwork will be arranged by concrete pumps and cranes.

All precautions shall be taken during casting in hot weather in order to guarantee quality of concrete as per specifications.

All construction joints shall be cleaned and the aggregate exposed.

All concrete will be vibrated and concrete will be protected and cured as per Contract Specifications.

4.1.3 Formwork Formwork acceptable to the consultant will be used taking into

consideration safety and quality Control requirements.

Required shop drawings for formwork shall be submitted for approval by the consultant.

Adequate quantity of formwork will be made available at site in order to ensure Speedy progress and meet the approved construction schedule dates.

The figure below illustrates a typical vertical wall formwork placing and bracing.




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4.1.4 Steel Reinforcement The Contractor shall ensure that all steel delivered to the site shall come

from the source accepted by the Consultant who will be requested to inspect all batches of steel reinforcement.

Reinforcement shall be protected at all times from contamination and corrosion from the ground and atmosphere during all storage, bending and handling operations.

All reinforcement will be properly stored under cover to avoid contact with the ground, moisture, dust and salts and to avoid distortion once bent to shape. Improper storage will be sufficient cause for rejection of reinforcement.

All steel, before being placed in position, shall be thoroughly cleaned of loose rust, scale and any other coating that will destroy or reduce bonding with concrete. If reinforcement has been badly rusted or pitted it will be rejected, Mechanical brushes shall be used in cleaning the steel bars.

All reinforcement bars shall be cut and bent to shape as per the contract drawings or the approved shop drawing/bar bending schedule.




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All reinforcement shall be transported taking into consideration safety precautions and will be lifted and fixed into position as per approved drawings and Contract Specifications.

4.2 Finishing Works

4.2.1 Walls Finishing All material of walls finishing such as concrete blocks, plaster, partitions,

stone & ceramics will be from an approved source as per specifications. All materials will be packed and handled in such a way as per manufacture instructions.

There shall be no stains or damages to the surfaces and exposed edges.

Material will be stored at the factory or at site on wooden platforms or as recommended by the manufacturer.

The finishing material on walls will be installed/ erected as per approved construction schedule, approved shop drawings, manufacturer recommendations and Contract Specifications.

4.2.2 Work Sequence Before starting any walls finishing activities, all concrete works will be

checked and approved by the consultant for embedded/concealed items like conduits, sockets, accessories, etc.

Masonry works and successively plastering works should start after removing the slab formwork.

4.2.3 Ceilings Finishing All material for ceilings like hangers, framing, supports, ceiling tiles and

special finishes will be from an approved source as per specifications.

All materials will be properly stored with adequate markings.

All ceiling finishes shall be carried out in accordance and coordination with HVAC, Plumbing, firefighting and Electrical works in the ceiling.

Site fabrication and installation shall be as per approved construction schedule, approved shop drawings and Contract Specifications.

4.2.4 Floors Finishing All material of floors such as mortar, marble, ceramic and special finishes

will be from an approved source as per specifications.

There shall be no stains or damage to the surfaces and exposed edges. Material will be stored at the factory or at site on wooden platforms or as recommended by the supplier/manufacture.

The finishing material on floors will be applied/ erected as per approved construction schedule, approved shop drawings, manufacturer recommendations and Contract Specifications.

Work Sequence:




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Before starting any floor finishing activity, all concrete works will be checked and approved by the consultant for embedded/concealed items like pipes or other fixtures.

Flooring works shall start after heavy works are completed and ceiling finishes are in the final stages to minimize the use of scaffolds on top of the finished floors.

4.2.5 Metal Works All metal items such as railings and gratings will be obtained/ fabricated

from an approved factory.

All steel fabricated in the factory shall be painted and marked as required in specifications and shall be delivered to meet the approved construction schedule.

The erection will be performed manually due to the limited weights.

All damaged areas will be touched‐up as requested by the consultant.

All activities shall be performed as per Contract Specifications.

Wall‐mounted handrails shall be installed once walls finishing is completed and/or the base paint coat is applied.

Floor‐mounted handrails shall be installed once floors are finished and protected.

All railings shall be properly protected to avoid any damage.

4.2.6 Roofing Works Once all heavy works are completed on the roof floor and other inserts are

fixed in place, the area will be cleaned and roofing works will start.

All roofing layers shall be as per approved shop drawings and contract specifications.

After each layer is completed, it will be inspected/approved by the consultant before applying the next layer.

After roof works are completed, rain water outlets and other roof fixtures shall be erected.

All works shall be as per approved construction schedule, approved shop drawings and Contract Specifications.

4.2.7 Doors and Windows All doors and windows will be supplied from an approved source and

manufactured as per approved shop drawings and contract specifications.

The doors, frames and windows will be wrapped and protected with plastic and stored in a covered area once delivered to site.

As all doors and windows are fixed on frames and finished on both sides, the areas will be cleaned from all other items, so that rooms/areas could be locked for protection.

All works shall be performed as per approved construction schedule, approved shop drawings and Contract Specifications.




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4.2.8 Glazed Aluminum Curtain Walls Glazed aluminum curtain walls will be supplied from an approved source and

manufactured as per approved shop drawings and contract specifications.

Material delivery to site shall be in accordance with the approved construction schedule.

The following general procedure shall be followed for installation activities: o Embedment clearance ‐ the surface of embedment shall be cleaned. All

fillings in the slots shall be cleared out completely. o Install Brackets ‐ Setting first the iron brackets, then the pads and finally

screwing the nuts tightly. o Brackets adjustment ‐ the dimensional adjustment for brackets and the

quality of adjusted joint pieces shall be inspected from one level to another.




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5 Resources

5.1 Equipment Equipment Listed below are the major equipment types that will be used during the execution of the project within the site and assigned durations according to the approved construction.

TYPE OF EQUIPMENT NO. REQUIRED REMARKS

Tower Cranes as required With concrete casting & Finishing items of project buildings

Mobile Crane as required With concrete casting & Finishing items of project buildings

Dewatering system as required Till building weight equalizes uplift

Generator as required

Trans Mixer as required Casting days

Conc. Pumps as required Casting days

Excavator as required Excavation when required

Loader as required Excavation Period

Trucks as required Excavation Period

Welding machine as required Metal fabrication -rebar work

Rebar Bender as required Steel rebar & fabrication

Plate Compactor as required For soil compaction & grading

Water tanker as required Water supply

Electric Saw as required For formwork

Air compressor as required Cleaning before casting

Conc. Vibrators as required Casting days

Grinding Machine as required The numbers shall be assigned according to the site requirements.

Threading Machine as required The numbers shall be assigned according to the site requirements.

Test Pump for Pressure Tests as required The numbers shall be assigned according to the site requirements.




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5.2 Cranes

Tower and Mobile cranes shall be arranged to be used during construction of

the works.

The Tower Cranes will be permanently in Hospital Main Building, Dental Clinic

Regional Health Admin and Central Utility Buildings

Mobile cranes shall be in different capacities and coverage area. Mobile cranes

shall be selected and allocated according to the lifting capacity of each crane

in full coordination with activities on‐site requirements.




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6 MAINTENANCE OF WORK

Operational, Preventive Maintenance, Running Maintenance and Guaranteed Maintenance of all the works of the building, equipment and external works within the boundary of the Project Design Development, Construction, Medical Equipment, Furniture and Operational Maintenance, Tested and Commissioned by the Contractor as per the requirements of the Contract. The Operational and Maintenance Duties/Works shall be carried out by the Contractor for 24 hours per day; 7 days a week for a period of two years starting from the date/s the works are certified as substantially complete comprising but not limited to the followings: 1. Administrative, logistical and supervisory requirements for coordinating activities during the said 2 years period.

2. Operational, Preventive Running and Guaranteed Maintenance as per the respective manufacturer’s recommendation, including all materials, Tools and Selective Spare Parts (List approved by the Engineer) required as per the respective manufacturer’s recommendation.

3. Operational Maintenance of Electrical systems shall be including but not limited to the followings: All types of lighting, power, distribution network, electrical panels and switchboards, motor control centers, lighting controls, cabling, raceways, conduits, ATS, emergency diesel generators, UPS, fire alarm system, telecommunication system, IT and data transfer systems, video and audio-visual systems, paging and public address systems central clock system, security control and monitoring system, nurse call system and all other Low Voltage Electrical Equipment.

4. Operational Maintenance of the Mechanical systems shall be including but not limited to the followings: HVAC systems including air handling units, chillers, pumps, cooling towers, fans, ducting, dampers, air terminals, heaters, special laboratories exhaust, smoke exhaust and drainage system, hydronic piping, valves, fittings and control devices, firefighting systems – sprinklers, hose reel, FM 200 and foam systems, fire pumps etc, pneumatic piping system, complete plumbing systems including water

supply and drainage system, water heaters, pumps, water filters and treatment equipment, grease interceptors, oil and sand separators, fuel oil piping, diesel exhaust and cooling systems, irrigation water system, automatic control of all mechanical engineering services, cold rooms, DX units.

5. Operational Maintenance of the Special systems shall be including but not limited to the followings: LPG system, Steam generation and distribution system, Compressed Air System, Medical Gas System and Pneumatic System, Special HVAC system for labs, Clean and Environmental rooms etc. (if any)

6. Operational maintenance of Medical and Laboratory Equipment and other active components.

7. Operational Maintenance of Building Fabrics, Internal finishes, Doors and Windows, Furniture and Furnishings, all Caseworks, Counters etc.

8. Operational Maintenance of all other systems shall be including but not limited to the followings: Conveying system – Passenger, Patient and Service Elevators, Escalators, Window Cleaning system, Building Management System etc.

9. Carry out activities related to the performance of routine, preventive, predictive, scheduled actions aimed at preventing equipment to prevent failure or decline in efficiency, reliability and safety of the systems.

10. Provide spare parts as required under each section of the specifications. The Contractor may use the spare parts during 2 year Operational Maintenance period but shall replenish with new one as soon as possible. The Contractor may use the remaining Spare parts in the extended Operational Maintenance period otherwise he shall hand over the spare parts as per list at the “End” of O & M period.

01- jahra hospital method of construction

Documents

design construction

construction stage

design stage

project description

kuwait design development

operational maintenance

medical equipment

jahra governorate