1. 1.2.0 Foundation 109 days
1.1. 1.2.1. Markup 1 day
1.1.1. 16 manhours surveyor+helper
1.2. 1.2.2. Excavation 18 days
1.2.1. 1.2.2.1 Truck wheels cleaning
1.2.1.1. 1.2.2.1.1 2 road slabs
1.2.1.1.1. 1.2.2.1.1 Leveling
1.2.1.1.2. 1.2.2.1.2 Road slabs installation 150 mm
1.2.1.2. 1.2.2.1.2 High pressure washer and 1 man
1.2.1.2.1. 24 days
1.2.1.3. 1.2.2.1.3 water tank
1.2.1.3.1. 1.2.2.1.3.1 Crane 0.3 day
1.2.1.3.2. 1.2.2.1.3.2 6 manhours
1.2.2. 1.2.2.2 Removal and disposal of topsoil
1.2.2.1. 1.2.2.2.0 960 cub.m
1.2.2.1.1. 1.2.2.2.1 Bulldozer
1.2.2.1.2. 1.2.2.2.2Truck and loader
1.2.3. 1.2.2.3 Scope of soil to excavate 7500 cub.m
1.2.3.1. 1.2.2.3.1 Excavator 12 days
1.2.3.2. 1.2.2.3.2 Bulldozer 7 days
1.2.3.3. 1.2.2.3.3 Loader 2 days
1.2.3.4. 1.2.2.3.4 36 dump trucks voyage per day
1.2.4. 1.2.2.4 Quality control
1.2.4.1. 16 manhours
1.2.5. 1.2.2.5 Level control and job done controller
1.2.5.1. 112 manhours
1.2.6. 1.2.2.6 Dump trucks covering
1.2.6.1. 112 manhours
1.2.7. 1.2.2.7. Road building
1.2.7.1. 16 road slabs
1.2.7.1.1. 1.2.2.7.1 Leveling
1.2.7.1.2. 1.2.2.7.2 Road slabs installation 150 mm
1.3. 1.2.3. Construction of foundation 90 days
1.3.1. 1.2.3.1 Surveyor control
1.3.1.1. 28 manhours
1.3.2. 1.2.3.2 Preparation 23 days
1.3.2.1. 1.2.3.2.1 leveling and compaction of crushed stone
1.3.2.1.1. 2700 sq m Leveling
1.3.2.2. 1.2.3.2.2concrete preparation
1.3.2.2.1. 270 cub m
1.3.2.3. 1.2.3.2.3 Apply and covering insulation
1.3.2.3.1. 2970 sq m of insulation, 270 l of primer
1.3.2.3.2. 224 manhours
1.3.3. 1.2.3.3 Installation of rebar cages 11 days
1.3.3.1. Rebar cage producing 11 days
1.3.3.1.1. Slab
1.3.3.1.2. Walls
1.3.3.2. Slab
1.3.3.2.1. 500 manhours
1.3.3.2.2. Crane 4 days
1.3.3.3. Walls
1.3.3.3.1. 420 manhours
1.3.3.3.2. Crane 7 days
1.3.4. 1.2.3.4 Pouring by concrete pump 5 days
1.3.4.1. Installation of formwork 14 days
1.3.4.1.1. Slab 3 days
1.3.4.1.2. Walls 11 days
1.3.4.2. Slab 2 days
1.3.4.2.1. 810 cub m
1.3.4.2.2. 2 days concrete pump
1.3.4.2.3. 80 manhours
1.3.4.3. Walls 3 days
1.3.4.3.1. 345 cub m
1.3.4.3.2. 3 days concrete pump
1.3.4.3.3. 120 manhours
1.3.5. 1.2.3.5 Quality control
1.3.5.1. 32 manhours
1.3.6. 1.2.3.6 Dismantling of formwork 5 days
1.3.6.1. Concrete hardening
1.3.6.1.1. 1 week
1.3.6.2. 4 days of crane
1.3.6.3. 128 manhours
1.3.7. 1.2.3.7 Repairing of concrete, apply insulation 8 days
1.3.7.1. 1,5 tn of repairing plaster
1.3.7.2. 96 manhours
1.3.8. 1.2.3.8 Backfilling 5 days
1.3.8.1. Loader 4 days
1.3.8.2. 128 manhours
1.3.8.3. Quality control 8 manhours
1.4. 1.2.4. Connection to water supply and sewage 7 days
1.4.1. 1.2.4.1 Markup
1.4.1.1. 8 manhour
1.4.2. 1.2.4.2 Trenching
1.4.2.1. Trench 150 m
1.4.2.1.1. 1.2.4.2.1 Excavator 3 days
1.4.2.1.2. 1.2.4.2.2 24 manhours
1.4.3. 1.2.4.3 Pipe nstallation
1.4.3.1. 72 manhours
1.4.4. 1.2.4.4. Backfilling
1.4.4.1. 1.2.4.4.1 Loader 2 days
1.4.4.2. 1.2.4.4.2 96 manhours
1.4.5. 1.2.4.5 Quality control
1.4.5.1. 32 manhours
2. 1.1.0 Construction site 16 days
2.1. 1.1.1 Fencing 6 days
2.1.1. 1.1.1.1 2/04/19 Determine and marup of frontiers and gates
2.1.1.1. 16 manhours+8 manhours surveyor
2.1.2. 1.1.1.2 15/03/19 Steel mesh fence
2.1.2.1. 404 m 50$ per m. with delivery
2.1.2.2. 12 days from request to delivery
2.1.3. 1.1.1.3 20/03/19 Gates
2.1.3.1. Sliding gates
2.1.3.1.1. production DIORO 1000$ by item with delivery
2.1.3.1.2. 12 days from request to delivery
2.1.3.1.3. Instalation 2 days
2.1.4. 1.1.1.4 4/04/19 Installation of fence
2.1.4.1. 404 m
2.1.4.2. 48 manhours (3 men 2 days)
2.1.4.3. 2 days rent of forklift
2.1.5. 1.1.1.5 6/04/19 Installation of gates 1
2.1.5.1. 3 men 1 day
2.1.6. 1.1.1.6 7/04/19 Installation of gates 2
2.1.6.1. 3 men 1 day
2.1.7. 1.1.1.7 21/08/2019 Dismantling gates and fences
2.1.7.1. 3 men 3 days
2.2. 1.1.2 Willage 5 days
2.2.1. 1.1.2.1 Bungalows
2.2.1.1. Quantity and types
2.2.1.1.1. Offices
2.2.1.1.2. Printing room
2.2.1.1.3. Bungalows with personnel lockers
2.2.1.1.4. Guard compartment
2.2.1.2. Locate on the site map
2.2.1.2.1. 2 manhours
2.2.2. 1.1.2.2 Toilets
2.2.2.1. 1.1.2.2.1 Determine quantity
2.2.2.1.1. 4
2.2.2.2. 1.1.2.2.2 Locate on the site map, markup
2.2.2.2.1. 2 men 2 hours
2.2.3. 1.1.2.3 Waste disposal
2.2.3.1. 1.1.2.3.1 Liquid
2.2.3.1.1. by sanitary sewage lorry
2.2.3.2. 1.1.2.3.2 Solid
2.2.3.2.1. 6 containers
2.2.4. 1.1.2.4 Parking
2.2.4.1. Using crushed stone (4 trucks) and 12 FBS
2.2.4.1.1. 48 manhours + 1 day rent of forklift
2.3. 1.1.3 Roads 8 days
2.3.1. 1.1.3.1 For trucks
2.3.1.1. 1.1.3.1.1 Leveling
2.3.1.1.1. Bulldozer 1 day
2.3.1.1.2. Crushed stone - 10 trucks
2.3.1.1.3. 32 manhours
2.3.1.2. 1.1.3.1.2 Road slabs 150 mm
2.3.1.2.1. 40 pcs
2.3.1.2.2. Crane 2 days
2.3.1.2.3. 32 manhours
2.3.2. 1.1.3.2 For tracklaying crane
2.3.2.1. 1.1.3.2.1 Leveling
2.3.2.1.1. Bulldozer 1 day
2.3.2.1.2. Crushed stone - 10 trucks
2.3.2.1.3. 32 manhours
2.3.2.2. 1.1.3.2.2 Road slabs 200 mm
2.3.2.2.1. 40 pcs
2.3.2.2.2. Crane 2 days
2.3.2.2.3. 32 manhours
2.4. 1.1.4 Storages 10 days
2.4.1. 1.1.4.1 Instruments
2.4.1.1. 1.4.1.1.1 Marine container 2 pcs
2.4.1.1.1. 1.4.1.1.1.1 1 hour of crane for installation
2.4.1.1.2. 1.4.1.1.1.2 2 men necessary including riger
2.4.1.1.3. 1.4.1.1.1.3 2 men 2 hours for connection to electricity and installation of furniture
2.4.2. 1.1.4.2 Materials
2.4.2.1. 1.1.4.2.1 Rebar
2.4.2.1.1. 18 pyramids
2.4.2.2. 1.1.4.2.2 Wood
2.4.2.2.1. 2 shelters
2.4.2.3. 1.1.4.2.3 Cement
2.4.2.3.1. 2 silo
2.4.2.4. 1.1.4.2.4 Electricity$piping
2.4.2.4.1. Marine container 2 pcs
2.4.2.5. 1.1.4.2.5 Scaffoldings
2.4.2.5.1. 4 road slabs
2.4.2.6. 1.1.4.2.6 Bulk materials in bags
2.4.2.6.1. 4 road slabs
2.4.2.7. 1.1.4.2.6 Bulk materials
2.4.2.7.1. 16 road slabs
2.4.3. 1.1.4.3 Hot store
2.4.3.1. 2 insulated marine containers
2.4.3.1.1. 1 hour of crane for installation
2.4.3.1.2. 2 men necessary including riger
2.4.3.1.3. 2 men 2 hours for connection to electricity and installation of furniture
2.4.3.1.4. 16 manhours for insulation
2.5. 1.1.5 Electricity supply 8 days
2.5.1. 1.1.5.1 Connection to the power grid
2.5.1.1. Trench 50 m
2.5.1.1.1. 1.1.5.1.1 Excavating
2.5.1.1.2. 1.1.5.1.2 Putting corsis pipe
2.5.1.1.3. 1.1.5.1.3 Laying cable
2.5.1.1.4. 1.1.5.1.4 Backfilling
2.5.2. 1.1.5.2 Generator
2.5.2.1. 3 pcs by 15 kW 380 V
2.5.2.1.1. 1.1.5.2.1 16 manhours and 1 day of forklift
2.6. 1.1.6 Water supply 10 days
2.6.1. Trench 50 m
2.6.1.1. 1.1.6.1 Excavating
2.6.1.1.1. 1 day excavator
2.6.1.1.2. 16 manhours
2.6.1.2. 1.1.6.2 Putting pipe
2.6.1.2.1. 16 manhours
2.6.1.3. 1.1.6.3 Backfilling
2.6.1.3.1. Forklift 1 day
2.6.1.3.2. 16 manhours
2.7. 1.1.7 Guard
2.7.1. 1.1.7.1 24 Hour security from 3 people. From March 4, 2019 to December 25, 2019 with possible prolongate
2.8. 1.1.8 Lighting 5 days
2.8.1. 12 floodlights 2 kW
2.8.1.1. 48 manhours
2.8.1.2. installation of 6 masts
3. 1.4.0 Roof 86 days
3.1. 1.4.1. Overlap of 5th floor 22 days
3.1.1. 1.4.1.1 Surveyor control
3.1.1.1. 28 manhours
3.1.2. 1.4.1.2 Installtion of formwork
3.1.2.1. 675 formwork racks
3.1.2.2. 1350 beams
3.1.2.3. 2700 sq m of plywood
3.1.2.4. 480 manhours
3.1.2.5. 7 days of crane
3.1.3. 1.4.1.3 Producing rebar cages
3.1.3.1. 16.5 t of metal
3.1.3.2. 500 manhours
3.1.3.3. Crane 4 days
3.1.4. 1.4.1.4 Pouring by concrete pump
3.1.4.1. 345 cub m
3.1.4.2. 1 days concrete pump
3.1.4.3. 32 manhours
3.1.5. 1.4.1.5 Concrete care
3.1.5.1. 16 manhours
3.1.6. 1.4.1.6 Dismantling of formwork
3.1.6.1. 1.4.1.6.1 336 manhours
3.1.6.2. 1.4.1.6.2 3 of days crane
3.1.7. 1.4.1.7Quality control
3.1.7.1. 32 manhours
3.1.8. 1.4.1.8Surveyor control
3.1.8.1. 8 manhours
3.2. 1.4.2. Parapet 12 days
3.2.1. Scope 30.6 cub.m of bricks
3.2.2. 3.5 tn of mortar
3.2.3. 272 m cappings
3.2.3.1. Installation 56 manhours
3.2.4. Unloading from trucks to overlap
3.2.4.1. 0.3 day of crane
3.2.4.2. 8 manhours
3.2.5. Bricklaying
3.2.5.1. 180 manhours
3.2.6. Quality control
3.2.6.1. 4 manhours
3.2.7. Surveyor control
3.2.7.1. 4 manhours
3.3. 1.4.3. Vapour seal covering 3 days
3.3.1. 1.4.3.1 0.5 tn of bitumen emulsion
3.3.2. 1.4.3.2 96 manhours
3.3.3. 1.4.3.3 Quality control
3.3.3.1. 2 manhours
3.4. 1.4.4. cement mortar screed 23 days
3.4.1. 154 cub m of medium-dry concrete
3.4.2. 640 manhours
3.4.3. Surveyor control
3.4.3.1. 8 manhours
3.5. 1.4.5. Heat insulation 6 days
3.5.1. 211,2 cub. m of basalt wool
3.5.2. 208 manhours
3.5.3. 2 days of crane
3.5.4. Quality control
3.5.4.1. 4 manhours
3.6. 1.4.6. roofing membrane installation 6 days
3.6.1. 2208 sq m of membrane
3.6.2. 208 manhours
3.6.3. 0.5 day of crane
3.6.4. Quality control
3.6.4.1. 8 manhours
3.7. 1.4.7. Concrete tile installaton 20 days
3.7.1. 85 cub m of tiles
3.7.2. 616 manhours
3.7.3. 2 days of crane
3.7.4. Quality control
3.7.4.1. 8 manhours
4. 1.6.0 Elevators 15 days
4.1. 3 sets
4.1.1. 1.6.1 6 days of crane
4.1.2. 1.6.2 Installation
4.1.2.1. 48 manhours for set
4.1.3. 1.6.3 Connection and comissioning
4.1.3.1. 120 manhours for set
5. 1.5.0 Facade insulation and decoration, drains installation 65 days
5.1. 1.5.1 Scaffoldings
5.1.1. 1.5.1.1 2 Sets for 360 sq meters
5.1.2. 1.5.1.2 656 manhours for assembling and disasembling
5.2. 1.5.2 Heat insulation and decoration 3276 sq meters
5.2.1. 1.5.2.1 315 cub m of basalt wool
5.2.1.1. 660 manhours for installation
5.2.2. 1.5.2.2 36 tons of filler and glue
5.2.2.1. 165 manhours for mixing
5.2.3. 1.5.2.3 18000 anchors
5.2.3.1. 1.5.2.3.1 660 manhours
5.2.3.2. 1.5.2.3.2 90 drills
5.2.3.3. 1.5.2.3.3 4 perforators
5.2.4. 1.5.2.4 825 kg of primer
5.2.4.1. 160 manhours
5.2.5. 1.5.2.5 14,5 ton of silicone plaster
5.2.5.1. 330 manhours
5.3. 1.5.3 Drains installation
5.3.1. 1.5.3.1 20 sets
5.3.2. 1.5.3.2 820 anchors
5.3.3. 1.5.3.3 4 drills
5.3.4. 1.5.3.4 160 manhours
6. 1.8.0 Removing of construction site 7 days
7. 1.7.0 Beautification 28 days
7.1. 1.7.1 Perimeter walk 24 days
7.1.1. 284 m
7.1.2. 28.4 cub m of concrete
7.1.3. 72 m of boards 25 mm
7.1.4. 284 sq m of steel mesh 3 mm 100x100
7.1.5. 768 workhours
7.2. 1.7.2 Walkways 28 days
7.2.1. 1.7.2.1 300 m
7.2.2. 1.7.2.2 30 cub m of concrete
7.2.3. 1.7.2.3 72 m of boards 25 mm
7.2.4. 1.7.2.4 300 sq m of steel mesh 3 mm 100x100
7.2.5. 1.7.2.5 800 workhours
7.2.6. 1.7.2.6 Surveyor markup
7.2.6.1. 16 manhours
7.3. 1.7.3 Road #1 3 days
7.3.1. Surveyor markup
7.3.1.1. 16 manhours
7.3.2. Curbstone installation
7.3.2.1. 50 pcs
7.3.2.2. 2 cub m of mortar
7.3.2.3. 64 manhours
7.3.3. Asphalt concrete
7.3.3.1. 60 cub m
7.3.3.2. Asphalt paver 1 day
7.3.3.3. Road roller 1 day
7.3.4. Quality control
7.3.4.1. 8 manhours
7.4. 1.7.4 Road #2 days
7.4.1. Surveyor markup
7.4.1.1. 16 manhours
7.4.2. Curbstone installation
7.4.2.1. 50 pcs
7.4.2.2. 2 cub m of mortar
7.4.2.3. 64 manhours
7.4.3. Asphalt concrete
7.4.3.1. 60 cub m
7.4.3.2. Asphalt paver 1 day
7.4.3.3. Road roller 1 day
7.4.4. Quality control
7.4.4.1. 8 manhours
7.5. 1.7.5 Parking 4 days
7.5.1. Surveyor markup
7.5.1.1. 16 manhours
7.5.2. Curbstone installation
7.5.2.1. 100 pcs
7.5.2.2. 4 cub m of mortar
7.5.2.3. 128 manhours
7.5.3. Asphalt concrete
7.5.3.1. 80 cub m
7.5.3.2. Asphalt paver 1 day
7.5.3.3. Road roller 1 day
7.5.4. Quality control
7.5.4.1. 8 manhours
7.6. 1.7.6 Landscaping 24 days
8. 1.3.0 Floors 380 days
8.1. 1.3.1 1st floor 76 days
8.1.1. 1.3.1.1 Exterior 76 days
8.1.1.1. 1.3.1.1.1 Slab of the first floor 39 days
8.1.1.1.1. 1.3.1.1.1.1 Surveyor control
8.1.1.1.2. 1.3.1.1.1.2 Installtion of formwork 9 days
8.1.1.1.3. 1.3.1.1.1.3 Producing rebar cages 5 days
8.1.1.1.4. 1.3.1.1.1.4 Installation of rebar cages 8 days
8.1.1.1.5. 1.3.1.1.1.5 Pouring by concrete pump 2 days
8.1.1.1.6. 1.3.1.1.1.6 Concrete care
8.1.1.1.7. 1.3.1.1.1.7 Dismantling of formwork
8.1.1.1.8. 1.3.1.1.1.8 Quality control
8.1.1.2. 1.3.1.1.2 Installation of fences 5 days
8.1.1.2.1. 897 m 1 inch pipes
8.1.1.2.2. 136 pcs of racks
8.1.1.2.3. 90 manhours
8.1.1.2.4. 1 day of forklift
8.1.1.3. 1.3.1.1.3 Columns 37 days
8.1.1.3.1. Producing rebar cages
8.1.1.3.2. Installtion of rebar cages and formwork
8.1.1.3.3. Installation scaffoldings
8.1.1.3.4. Pouring by crane and bucket
8.1.1.3.5. Dismantling of formwork
8.1.1.3.6. Quality control
8.1.1.4. 1.3.1.1.4 Masonry 25 days
8.1.1.4.1. Aerated concrete blocks
8.1.1.4.2. Precasted concrete lintel
8.1.1.5. 1.3.1.1.5 Windows and doors 5 days
8.1.1.5.1. 50 windows type 1
8.1.1.5.2. 16 windows type 2
8.1.1.5.3. 2 doors type 1
8.1.1.5.4. 2 doors type 2
8.1.1.6. 1.3.1.1.6 Porch 2 days
8.1.1.6.1. 15 FBS+2 precasted stairs
8.1.1.6.2. Timely railing
8.1.2. 1.3.1.2 Interior 35 days
8.1.2.1. 1.3.1.2.1 HVAC 15 days
8.1.2.1.1. 240 m of ducts
8.1.2.1.2. 5 fans
8.1.2.1.3. 480 manhours
8.1.2.1.4. ducting to rooms
8.1.2.1.5. heaters installation
8.1.2.1.6. Installation of air conditioning splitters
8.1.2.1.7. Quality control
8.1.2.2. 1.3.1.2.2 Electricity 10 days
8.1.2.2.1. 150 sockets
8.1.2.2.2. 940 m of wires
8.1.2.2.3. 420 manhours
8.1.2.2.4. wiring to rooms
8.1.2.2.5. Quality control
8.1.2.3. 1.3.1.2.3 Water supply and sewage 15 days
8.1.2.3.1. 640 manhours
8.1.2.3.2. 240 m of pipes
8.1.2.3.3. installation of plumbing fittings
8.1.2.3.4. Quality control
8.1.2.4. 1.3.1.2.4 Walls finishing 8 days
8.1.2.4.1. 520 sq m of gypsum plaster
8.1.2.4.2. 320 manhours
8.1.2.4.3. Quality control
8.1.2.5. 1.3.1.2.5 Floors 23 days
8.1.2.5.1. 154 cub m of medium-dry concrete
8.1.2.5.2. 640 manhours
8.1.2.5.3. Tiling
8.1.2.5.4. Quality control
8.1.2.5.5. Surveyor control
8.1.2.6. 1.3.1.2.6 Ceiling 20 days
8.1.2.6.1. Suspended ceiling
8.1.2.6.2. Quality control
8.1.2.7. 1.3.1.2.7 Precasted staircase 3 days
8.1.2.7.1. Surveyor markup and control
8.1.2.7.2. Installation of 3 sets of staircase
8.1.2.7.3. Quality control
8.1.2.7.4. Timely railing
8.2. 1.3.2 2nd floor 76 days
8.2.1. Exterior 76 days
8.2.1.1. Slab of the 2nd floor 39 days
8.2.1.1.1. Surveyor control
8.2.1.1.2. Installtion of formwork 9 days
8.2.1.1.3. Producing rebar cages 5 days
8.2.1.1.4. Installation of rebar cages 8 days
8.2.1.1.5. Pouring by concrete pump 2 days
8.2.1.1.6. Concrete care
8.2.1.1.7. Dismantling of formwork
8.2.1.1.8. Quality control
8.2.1.2. Installation of fences 5 days
8.2.1.2.1. 897 m 1 inch pipes
8.2.1.2.2. 136 pcs of racks
8.2.1.2.3. 90 manhours
8.2.1.2.4. 1 day of forklift
8.2.1.3. Columns 37 days
8.2.1.3.1. Producing rebar cages
8.2.1.3.2. Installtion of rebar cages and formwork
8.2.1.3.3. Installation scaffoldings
8.2.1.3.4. Pouring by crane and bucket
8.2.1.3.5. Dismantling of formwork
8.2.1.3.6. Quality control
8.2.1.4. Masonry 25 days
8.2.1.4.1. Aerated concrete blocks
8.2.1.4.2. Precasted concrete lintel
8.2.1.5. Windows and doors 5 days
8.2.1.5.1. 50 windows type 1
8.2.1.5.2. 16 windows type 2
8.2.1.5.3. 2 doors type 1
8.2.1.5.4. 2 doors type 2
8.2.1.6. Porch 2 days
8.2.1.6.1. 15 FBS+2 precasted stairs
8.2.1.6.2. Timely railing
8.2.2. Interior 35 days
8.2.2.1. HVAC 15 days
8.2.2.1.1. 240 m of ducts
8.2.2.1.2. 5 fans
8.2.2.1.3. 480 manhours
8.2.2.1.4. ducting to rooms
8.2.2.1.5. heaters installation
8.2.2.1.6. Installation of air conditioning splitters
8.2.2.1.7. Quality control
8.2.2.2. Electricity 10 days
8.2.2.2.1. 150 sockets
8.2.2.2.2. 940 m of wires
8.2.2.2.3. 420 manhours
8.2.2.2.4. wiring to rooms
8.2.2.2.5. Quality control
8.2.2.3. Water supply and sewage 15 days
8.2.2.3.1. 640 manhours
8.2.2.3.2. 240 m of pipes
8.2.2.3.3. installation of plumbing fittings
8.2.2.3.4. Quality control
8.2.2.4. Walls finishing 8 days
8.2.2.4.1. 520 sq m of gypsum plaster
8.2.2.4.2. 320 manhours
8.2.2.4.3. Quality control
8.2.2.5. Floors 23 days
8.2.2.5.1. 154 cub m of medium-dry concrete
8.2.2.5.2. 640 manhours
8.2.2.5.3. Tiling
8.2.2.5.4. Quality control
8.2.2.5.5. Surveyor control
8.2.2.6. Ceiling 20 days
8.2.2.6.1. Suspended ceiling
8.2.2.6.2. Quality control
8.2.2.7. Precasted staircase 3 days
8.2.2.7.1. Surveyor markup and control
8.2.2.7.2. Installation of 3 sets of staircase
8.2.2.7.3. Quality control
8.2.2.7.4. Timely railing
8.3. 1.3.3 3 rd floor 76 days
8.3.1. Exterior 76 days
8.3.1.1. Slab of the 3 rd floor 39 days
8.3.1.1.1. Surveyor control
8.3.1.1.2. Installtion of formwork 9 days
8.3.1.1.3. Producing rebar cages 5 days
8.3.1.1.4. Installation of rebar cages 8 days
8.3.1.1.5. Pouring by concrete pump 2 days
8.3.1.1.6. Concrete care
8.3.1.1.7. Dismantling of formwork
8.3.1.1.8. Quality control
8.3.1.2. Installation of fences 5 days
8.3.1.2.1. 897 m 1 inch pipes
8.3.1.2.2. 136 pcs of racks
8.3.1.2.3. 90 manhours
8.3.1.2.4. 1 day of forklift
8.3.1.3. Columns 37 days
8.3.1.3.1. Producing rebar cages
8.3.1.3.2. Installtion of rebar cages and formwork
8.3.1.3.3. Installation scaffoldings
8.3.1.3.4. Pouring by crane and bucket
8.3.1.3.5. Dismantling of formwork
8.3.1.3.6. Quality control
8.3.1.4. Masonry 25 days
8.3.1.4.1. Aerated concrete blocks
8.3.1.4.2. Precasted concrete lintel
8.3.1.5. Windows and doors 5 days
8.3.1.5.1. 50 windows type 1
8.3.1.5.2. 16 windows type 2
8.3.1.5.3. 2 doors type 1
8.3.1.5.4. 2 doors type 2
8.3.1.6. Porch 2 days
8.3.1.6.1. 15 FBS+2 precasted stairs
8.3.1.6.2. Timely railing
8.3.2. Interior 35 days
8.3.2.1. HVAC 15 days
8.3.2.1.1. 240 m of ducts
8.3.2.1.2. 5 fans
8.3.2.1.3. 480 manhours
8.3.2.1.4. ducting to rooms
8.3.2.1.5. heaters installation
8.3.2.1.6. Installation of air conditioning splitters
8.3.2.1.7. Quality control
8.3.2.2. Electricity 10 days
8.3.2.2.1. 150 sockets
8.3.2.2.2. 940 m of wires
8.3.2.2.3. 420 manhours
8.3.2.2.4. wiring to rooms
8.3.2.2.5. Quality control
8.3.2.3. Water supply and sewage 15 days
8.3.2.3.1. 640 manhours
8.3.2.3.2. 240 m of pipes
8.3.2.3.3. installation of plumbing fittings
8.3.2.3.4. Quality control
8.3.2.4. Walls finishing 8 days
8.3.2.4.1. 520 sq m of gypsum plaster
8.3.2.4.2. 320 manhours
8.3.2.4.3. Quality control
8.3.2.5. Floors 23 days
8.3.2.5.1. 154 cub m of medium-dry concrete
8.3.2.5.2. 640 manhours
8.3.2.5.3. Tiling
8.3.2.5.4. Quality control
8.3.2.5.5. Surveyor control
8.3.2.6. Ceiling 20 days
8.3.2.6.1. Suspended ceiling
8.3.2.6.2. Quality control
8.3.2.7. Precasted staircase 3 days
8.3.2.7.1. Surveyor markup and control
8.3.2.7.2. Installation of 3 sets of staircase
8.3.2.7.3. Quality control
8.3.2.7.4. Timely railing
8.4. 1.3.4 4 th floor 76 days
8.4.1. Exterior 76 days
8.4.1.1. Slab of the 4 th floor 39 days
8.4.1.1.1. Surveyor control
8.4.1.1.2. Installtion of formwork 9 days
8.4.1.1.3. Producing rebar cages 5 days
8.4.1.1.4. Installation of rebar cages 8 days
8.4.1.1.5. Pouring by concrete pump 2 days
8.4.1.1.6. Concrete care
8.4.1.1.7. Dismantling of formwork
8.4.1.1.8. Quality control
8.4.1.2. Installation of fences 5 days
8.4.1.2.1. 897 m 1 inch pipes
8.4.1.2.2. 136 pcs of racks
8.4.1.2.3. 90 manhours
8.4.1.2.4. 1 day of forklift
8.4.1.3. Columns 37 days
8.4.1.3.1. Producing rebar cages
8.4.1.3.2. Installtion of rebar cages and formwork
8.4.1.3.3. Installation scaffoldings
8.4.1.3.4. Pouring by crane and bucket
8.4.1.3.5. Dismantling of formwork
8.4.1.3.6. Quality control
8.4.1.4. Masonry 25 days
8.4.1.4.1. Aerated concrete blocks
8.4.1.4.2. Precasted concrete lintel
8.4.1.5. Windows and doors 5 days
8.4.1.5.1. 50 windows type 1
8.4.1.5.2. 16 windows type 2
8.4.1.5.3. 2 doors type 1
8.4.1.5.4. 2 doors type 2
8.4.1.6. Porch 2 days
8.4.1.6.1. 15 FBS+2 precasted stairs
8.4.1.6.2. Timely railing
8.4.2. Interior 35 days
8.4.2.1. HVAC 15 days
8.4.2.1.1. 240 m of ducts
8.4.2.1.2. 5 fans
8.4.2.1.3. 480 manhours
8.4.2.1.4. ducting to rooms
8.4.2.1.5. heaters installation
8.4.2.1.6. Installation of air conditioning splitters
8.4.2.1.7. Quality control
8.4.2.2. Electricity 10 days
8.4.2.2.1. 150 sockets
8.4.2.2.2. 940 m of wires
8.4.2.2.3. 420 manhours
8.4.2.2.4. wiring to rooms
8.4.2.2.5. Quality control
8.4.2.3. Water supply and sewage 15 days
8.4.2.3.1. 640 manhours
8.4.2.3.2. 240 m of pipes
8.4.2.3.3. installation of plumbing fittings
8.4.2.3.4. Quality control
8.4.2.4. Walls finishing 8 days
8.4.2.4.1. 520 sq m of gypsum plaster
8.4.2.4.2. 320 manhours
8.4.2.4.3. Quality control
8.4.2.5. Floors 23 days
8.4.2.5.1. 154 cub m of medium-dry concrete
8.4.2.5.2. 640 manhours
8.4.2.5.3. Tiling
8.4.2.5.4. Quality control
8.4.2.5.5. Surveyor control
8.4.2.6. Ceiling 20 days
8.4.2.6.1. Suspended ceiling
8.4.2.6.2. Quality control
8.4.2.7. Precasted staircase 3 days
8.4.2.7.1. Surveyor markup and control
8.4.2.7.2. Installation of 3 sets of staircase
8.4.2.7.3. Quality control
8.4.2.7.4. Timely railing
8.5. 1.3.5 5 th floor 76 days
8.5.1. Exterior 76 days
8.5.1.1. Slab of the 5 th floor 39 days
8.5.1.1.1. Surveyor control
8.5.1.1.2. Installtion of formwork 9 days
8.5.1.1.3. Producing rebar cages 5 days
8.5.1.1.4. Installation of rebar cages 8 days
8.5.1.1.5. Pouring by concrete pump 2 days
8.5.1.1.6. Concrete care
8.5.1.1.7. Dismantling of formwork
8.5.1.1.8. Quality control
8.5.1.2. Installation of fences 5 days
8.5.1.2.1. 897 m 1 inch pipes
8.5.1.2.2. 136 pcs of racks
8.5.1.2.3. 90 manhours
8.5.1.2.4. 1 day of forklift
8.5.1.3. Columns 37 days
8.5.1.3.1. Producing rebar cages
8.5.1.3.2. Installtion of rebar cages and formwork
8.5.1.3.3. Installation scaffoldings
8.5.1.3.4. Pouring by crane and bucket
8.5.1.3.5. Dismantling of formwork
8.5.1.3.6. Quality control
8.5.1.4. Masonry 25 days
8.5.1.4.1. Aerated concrete blocks
8.5.1.4.2. Precasted concrete lintel
8.5.1.5. Windows and doors 5 days
8.5.1.5.1. 50 windows type 1
8.5.1.5.2. 16 windows type 2
8.5.1.5.3. 2 doors type 1
8.5.1.5.4. 2 doors type 2
8.5.1.6. Porch 2 days
8.5.1.6.1. 15 FBS+2 precasted stairs
8.5.1.6.2. Timely railing
8.5.2. Interior 35 days
8.5.2.1. HVAC 15 days
8.5.2.1.1. 240 m of ducts
8.5.2.1.2. 5 fans
8.5.2.1.3. 480 manhours
8.5.2.1.4. ducting to rooms
8.5.2.1.5. heaters installation
8.5.2.1.6. Installation of air conditioning splitters
8.5.2.1.7. Quality control
8.5.2.2. Electricity 10 days
8.5.2.2.1. 150 sockets
8.5.2.2.2. 940 m of wires
8.5.2.2.3. 420 manhours
8.5.2.2.4. wiring to rooms
8.5.2.2.5. Quality control
8.5.2.3. Water supply and sewage 15 days
8.5.2.3.1. 640 manhours
8.5.2.3.2. 240 m of pipes
8.5.2.3.3. installation of plumbing fittings
8.5.2.3.4. Quality control
8.5.2.4. Walls finishing 8 days
8.5.2.4.1. 520 sq m of gypsum plaster
8.5.2.4.2. 320 manhours
8.5.2.4.3. Quality control
8.5.2.5. Floors 23 days
8.5.2.5.1. 154 cub m of medium-dry concrete
8.5.2.5.2. 640 manhours
8.5.2.5.3. Tiling
8.5.2.5.4. Quality control
8.5.2.5.5. Surveyor control
8.5.2.6. Ceiling 20 days
8.5.2.6.1. Suspended ceiling
8.5.2.6.2. Quality control
8.5.2.7. Precasted staircase 3 days
8.5.2.7.1. Surveyor markup and control
8.5.2.7.2. Installation of 3 sets of staircase
8.5.2.7.3. Quality control
8.5.2.7.4. Timely railing