King Fahad Cardio. Surgery & Disease center ProjectGroup.1

Prepared By Supervisor :Prof.Naif bin Humaid mahmoud Abdullrhman Bin Mohammed ALMannaa Abdullah ALQhtani Yazed ALarafj Emad Shieraz Faisal ALolyani Meshari ALOabied

Project Introduction

The work comprises of detailed shop drawing design of civil, structural, building works, electrical, plumbing and mechanical installation work, site work and all other works for the construction, completion of the King Fahad Cardio- Surgery and Disease Center Building. This is a seven (7) storey building a total floor area of 70.000 m2, one (1) of which is basement.

The project duration is 720 calendar days from the site handover date confirmed with a signed acceptance by ABV Rock Group Ltd., Project Manager. Project Highlights

Client : King Saud University, Ministry for Higher EducationDesign Consultant: Zuhair Fayez PartnershipShop Drawing : ABV Rock Group LimitedContractor: ABV Rock Group LimitedContract Type : Lump sum contractProject Area: 70.000 M2 [Building/Floor Area]Project Start Date: 27th December 2009Project Finish Date: 29 April 2012 (After Receiving an Extension Time)

Progress Achievements:

Partial Site hand over from 27th December acceptedExcavation in hand-over area of the building mostly completedStructural work with foundation started, into the fifth floor.Masonry works started in basement, ground and 1st floor

Project Progress Overview

DIVDETALLSREMARKS1General RequirementsSoil InvestigationSoil Testing/BoreholesCavity ProbingCavity InjectionDoneDoneNot required2Site Work & General ExcavationStarted and on-going in handed over area3Cast-In-Place ConcreteWork on-going up to roof floor4MasonryStartedin basement, Ground floor and 1st floor5Metal Works6Wood & Plastic7Thermal & Moisture Protection Work on-going8Doors & Windows9Finishes10Specialties14Conveying System15Mechanical Works sub- StructureDrainage system work in progress Plumbing and fire protection started up to 2nd floor 16Electrical WorksGrounding work under progressElectrical first fix started up to 5th floor

BUILDING INFORMATION SHEET

Abdullah ALQhtani description quantity unit cost total cost 7 105300m3 35 3685500 excavate over site to form basement not exceeding 7m deep 90000 13 1170000 quantity daily prod of crew crew make up man hours total man hours total crew hours avg wage rate 105300 100 1forman - labor3 per unit 11232 3744 12.5 0.106 labor subtotal rate per hour equip subtotal total cost 140400 67008=525 1965600 2106000 20 3__1 - 2 truck 9000012.5=7200h 7200(88+75)=1173600$ 117360090000=13 13 100m3/day8h/day=12.5m3/h 1 763 50 3800 excavate trenches for tie beams and bases not exceeding1 m deep 1 3083 50 15400 excavate pits for column pads not exceeding 1m deep commencing at existing ground level 90063 12$/m3 108072 02200 approved granular fill selected from excavated material according or imported fill material to site soil report recommendation and subject to engineers approval in making up levels including compaction and the like as per specifications section 02200 quantity daily prod of crew crew make up man hours total man hours total crew hours avg wage rate 9006 600m3/day 2 per unit 234.156 117 12.5 0.026 labor subtotal rate per hour equip subtotal material total cost material total cost $/m3 2927 350 40950 5 $/m3 45030 88907 10$ 203 6 /=1203/ 8/=153/ 6003/ 1203/ =5 900631205=15=120 120(5150$/ +125$/)=$105000 105000$9006=12$/ 3 180973 35$/m3 633395 100 803 8$/m3 640 100mmthick drainage layer to underside of slab on grade as per specifications section 02200 160602 8$/m3 128480 to formation subgrade of slabs and beds including periphery of building 5003 1000$/m3 500000 allow for cavity filling as required total cost 6245287$

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FOR CONCRETE

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