Project Name :
 DESIGN AND CONSTRUCTION OF
 JOINT RIVERINE TRAINING CENTER,
 PHASE I
 
 
 
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Base bid, bid option nº6 and bid option nº7 (supply and installation 1,200 m of 10 kv high tension line incl. transformers and 13,500 m of 22.9 kv high tension supply line crossing 400 m of the wide Nanay Amazon river with special fabricated submarine wiring incl. poles, elevators, transformers and sub-stations and 900 m secondary electrical line; 3,150 m3 reinforced concrete, 4,500 m3 unclassified excavation, storm drainage system with concrete culverts). CEGAZ has been performing all work and always ahead on schedule.
The project consisted of the design and construction of different buildings (administration building, barracks, boat maintenance, power house, 14 family housing site # 1-IQT), incl. site installation facilities in different locations (fences, gates, site offices, warehouse for materials and tools, machine shop, carpentry shop, welding shop, powerhouse buildings, concrete plants, 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), preliminary works, earthworks, concrete works: reinforced concrete in footings, under foundations, beams, columns; masonry, stucco, and plaster, steel structures, wood works, steel works, sanitary installations (water
distribution and sewer systems, sand bed filters), electrical installations (primary and secondary lines, power distribution system, 10 kv and 13.5 km long 22.9 kv high tension supply line incl. 400 m submarine wiring in Amazon river and power stations), furnishings and equipments installations (supply and installation of other equipments like: rollup door, heavy compressor and air compressed line, deep well water supply system incl. hydropneumatic water supply systems, electrical grounding systems, lightning systems, telephone systems, against-explosion special electrical outlets 110 volts and 230 volts, HVAC systems).
 

1 Clearing and Grubbing m2 594,000
2 Non classified excavation m3 340,800
3 Subgrade shaping m2 510,000
4 Compact Concrete (e = 4") m2 135,000
5 Selected Subbase "D" m3 69,600
6 Crushed base graduation "B" m3 48,700
7 Sub.drainage filter layer m3 164,000
8 Geotextil m2 164,000
9 Flexural concrete slab m3 3,600
10 Reinforced structural concrete m3 8,150
11 Storm drainage system ml 18,700
12 Water supply well 20" ml 60
13 Fluvial intake for alternative water supply (18 lts / sec), including storage caisson of 4 m of diameter x 13 m of depth and pumping house with motor driven pump of 10 lts / sec and 13 hydropneumatic system. unit 1
14 Power house including Generator of 100 KVA unit 5
15 Supply and installation of high tension line 22.9 KV ml 13,500
16 Supply and installation of sub-aquatic line of high
tension 22.9 KV
ml 400
17 Supply and installation of high tension line 10 KV ml 1,200
18 Supply and installation of elevators and tension Transformers, aerial and pad mounted 18 including security system unit 30
19 Construction of the Basic School / Administration
building totally equipped, including lightning rod systems, air conditioning, hot and cold water, telecommunications, furniture
m2 4,500
20 Construction of the Maintenance Boats Building
(including compressed air lines, security systems,
lightning rod systems, air conditioning, hot and cold
water, telecommunications, shelves
m2 1,200
21 Construction of 14 Family Housings totally equipped
(including lightning rod systems, air conditioning, hot
and cold water, telecommunications, furniture in
kitchens, living rooms, bedrooms)
m2 3,500
22 Construction of a sewage treatment system for 2,500
inhabitants (including primary and secondary sewage
system, Sewer manholes, septic tanks, chlorination
tanks, filter bed sands, oxidation ponds)
unit 3
23 Sheet asphalt 5 cm. m2 79,500
24 Pumping net (8") Ml 4,200
25 Hydropneumatic systems of water pumping for
buildings
unit 20