Our company has been established 1997 and we have professional
staff lead by
Civil engineer, site foreman to monitor all works. We are registered
in SAIF
ZONE and HAMRIYA FZE to out construction / maintenance related works.
We carry out all construction works such as warehouses, labour
camps,
Mezzanine Floor, Villas steel structure and cladding etc.In addition to above we also carry out jobs of Dry wall partitio DATED: 25TH JUNE, 2006
Scope of Work
The works are carried out according to the option Alternative
2
The main works relating alternative 2 are as follows:
1)
Construction of new RCC stair case for the access of 1st floor (proposed extension)
from ground floor, from existing reception area.
2)
Removing the existing water proofing materials, demolishing paraphet,cleaning the projected
columns from the ground floor for the proposed 1st floor construction, removing the A/C UNITS and ducts and relocating
to proper location without disturbing the routine of office work ,protecting the existing structures without damaging, with
proper protection materials, removing the existing granite tiles and cleaning
the existing roof area for the construction of 1st floor according to drawing and specification.
3)
Construction of 1st floor includes,
offices,Bathrooms,meeting rooms etc:
4)
Construction of roof with decking slab,and
relocation of A/C UNITS water proofing ,parapet etc:
5)
Maintenance for the existing structure if any:
Materials using for the proposed project:
1) Concrete
Grade C30/20(30N/mm2 with maximum aggregate size 20mm accordance
with BS 1881 Part 120 and reinforcement of BS 4449 TYPE II)
2)Reinforcement
Reinforcement of high yield stress i.e. 460N/mm2 with BS 4449
TYPE II.
Laps min50 dia.
Fabric reinforcement complies with BS 4483.
Maximum water cement ratio
is 0.45
Blinding concrete Grade 20(compressive strength 20N/mm2)
Cover for the reinforcement:
Slabs
-25mm
Beams and lintels
-30mm
Columns
-30mm
Parapets
-25mm internal and 40mm External.
Steel Structure:
a) Steel conform to class S 275 JR of BS EN 10025 min.
b) Welds will be full profile welds
c) Galvanized bolds will be used for main structures.
d) Steel structure will be protected using 250 micron thick epoxy system on grit blasted surface.(welds)
e) Permanent bracing members will be of hot rolled steel, angle plate sections etc. Bracing bays will be respected.
f)
Decking sheet for slab will be profiles 45/150-0.7mm thk.made using GI sheet having yield stress
of not less than 345N/mm2.
Block Work:
a) Blocks are of minimum compressive strength of 10N/mm2 and blocks are of hollow. (10N/mm2 at 28 days)
1)250mm
thk for parapet walls.
2)200mm thk for external walls.
3)200mm thk for internal walls
4)100mm thk for internal toilets (solid blocks)
Doors and windows:
The internal doors will be of hard wood framed 38mm solid core
flush door with laminated WBP both sides and hard wood lipping all round stained and polished. Width of the frames will be
according to the overall thickness of the wall including finishes.
External doors shall be polyester powder coated aluminum framed
infill sandwich panel and windows will be polyester powder coated aluminum framed double glazed.
Finish Works:
Plastering
a) 12mm thk internal
b) 20mm thk external
c) Grooves in plaster
Offices, Passage, Entrance
Floor
300x300mm non slip Granite Tiles
Skirting 300x100mm high
granite to match with floor
Wall
Plaster and Emulsion Paint
Ceiling 600x600mm Gypsum
board ceiling tiles –open grid
Toilets
Floor
200x200mm unglazed ceramic tiles
Walls
200x200mm glazed ceramic tiles
Ceiling 600x600mm moisture
resistant Gypsum board ceiling tiles.