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Base bid, bid option nº1 ( gym /
casino building), bid option n°2 (north parking bay
and service road) and bid option n°3 (south parking
bay and service road). 1,840 m3 reinforced concrete,
6,300 m2 x .25 m sub-base, 6,300 m2 x .15 m base
course, 5,100 m2 compacted concrete, 700 x .20
concrete pavement in parking areas, 600 m2 of
flexural pavement, 3,400 m3 unclassified excavation,
storm
drainage system with concrete culverts, supply and
install. 420 m 10 kv high tension line incl. poles,
transformers, sub-station and 750 m secondary
electrical line; hvac systems. CEGAZ performed all
work and always ahead on schedule.
The project consisted in the design and construction
of site installations (fences, gates, site offices,
warehouse for materials and tools, machine shop,
carpentry shop, welding shop, power house building,
aggregates crush plant, concrete plant, storage
areas, water supply systems incl. deep well - water
tanks and underground storage tanks, sewer systems,
electrical supply systems, dressing and sanitary
installations for workers, kitchen and cafeteria),
compacted concrete access roads and storm drainage
system with concrete culverts, design and
construction of different buildings (barracks
facility, gym/casino, power house, pumping house,
conference room, offices) preliminary works,
earthworks, concrete and flexural pavements,
concrete works: reinforced concrete in footings,
beams, columns; masonry, stucco, revetments and
plaster, steel structures, wood works, steel works,
sanitary installations (water distribution and sewer
systems), electrical installations (primary and
secondary lines, power distribution system, high
tension supply line incl. power station),
furnishings for barracks facility, gym/casino,
conference room, offices, equipment installation
(supply and installation of other equipment like:
deep well with an hydropneumatic water supply
system, electrical grounding systems, lightning
systems, telephone systems, cable/tv system, special
electrical outlets 110 volts and 230 volts, HVAC
systems).
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|
1 |
Clearing
and Grubbing |
m2 |
95,600 |
|
2 |
Non
classified excavation |
m3 |
44,500 |
|
3 |
Subgrade
shaping |
m2 |
40,200 |
|
4 |
Compact
Concrete (e = 4") |
m2 |
35,700 |
|
5 |
Selected Subbase
"D" |
m3 |
38,100 |
|
6 |
Crushed
base graduation "B" |
m3 |
13,400 |
|
7 |
Geotextil
|
m3 |
6,300 |
|
8 |
Flexural
Concrete slab |
m3 |
1,900 |
|
9 |
Reinforced
structural concrete |
m3 |
1,560 |
|
10 |
Sheet
asphalt 5 cm. |
m2 |
18,600 |
|
11 |
Storm
drainage system |
ml |
3,100 |
|
12 |
Water
supply well 8" |
ml |
60 |
|
13 |
Pumping House with motor driven pump of 8
lts / sec and hydropneumatic system |
unit |
1 |
|
14 |
Power
house, including generator of 250 KVA
(backup) |
unit |
1 |
|
15 |
Supply
and installation of high tension line 10 KV
including poles and transformers (03) pad
mounted type |
ml |
2,300 |
|
16 |
Manholes |
unit |
38 |
|
17 |
Supply
and installation of sewer system (including
primary and secondary system, grease traps,
septic tanks, chlorination tanks, oxidation
ponds) |
unit |
1 |
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