|
Surveyor With Social Charges, Surveyors Assistant With Social Charges, Supply And Installation Of Work Sign With Galvanized Sheet And Wooden Structure - Federal Government Standard - 300X200, Land Cleaning. Mechanized Removal Of Vegetation Layer, Material Removal, Leveling., Vertical Open Excavation In Infrastructure Works, Inc. Loading/Unloading And Transport, In 1St Category Soil, With Hydraulic Excavator, Dmt 2Km, Dismantling Of 3Rd Category Material (Rock Blocks Or Matacos) With Pneumatic Hammer - Exclusive Loading And Transport, Loading, Maneuvering And Unloading Soil And Granular Materials (3Rd Category) In A 14M³ Dump Truck - 30% Polishing, Transport Of The Excavated Material With A 14M³ Dump Truck, On A Paved Urban Road, Dmt 2Km (Boat Out Nearby) - Volume Multiplied By Dmt - 3Rd Category Material, Spreading Of Material With Crawler Tractor (30% Blistering), Execution Of A Staple For Stapling Footings To Rock, Using Reinforcement With A Diameter Of 12.5Mm, Drilling Of 40Cm In Sound Rock, Adhered With Grout, Each Bar With A Length Of 50Cm, 8 Stapling Points Per Footing, Considering 22 Footings, Assembly Of Shoeing Reinforcements, Diameter = 12, Mesh In 2 Directions, 15Cm Hook At The Ends. 1 Bar Every 15Cm, Considered 8 Bars In Each Direction. Length 14+118+14=146Cm Per Bar, Linear Mass = 1.0Kg/M, Manufacture, Assembly And Disassembly Of Forms, In Resin Plywood Sheet, E=17Mm, 2 Uses - Form For Shoes 125X125x30 - 22 Shoes, Concreting Of Shoes, Fck=25Mpa, With Use Of Pump, Launching, Densification And Finishing - 22 Shoes 125X125x30, Mounting Of Pillar Reinforcements, Longitudinal Reinforcement Composed Of 8 Ca-50 12 Steel Bars, For The 44X25x300 Pillars And 4 Ca-50 12 Steel Bars, For The 25X25x100 Linear Mass Pillars = 1, Assembly Of Stirrup Pillar Reinforcements, Diameter = 8Mm, Transverse Reinforcement Composed Of 20 Stirrups Per Pillar, Spacing Every 15Cm, Bar Length Considering 2.5Cm Coverage = 20+20+39+39+10=128Cm, 8Mm Ca-50 Steel Bars, Linear Mass = 0.40Kg/M, In Resin Plywood Sheet, 2 Uses - Form For Pillars 44X25x300 - 11 Pillars And 25X25x10 - 11 Pillars, Concreting Of Pillars, Thickening And Finishing - 11 Pillars, Height 3.0M, Dimensions 0.44X0.25 And 11 Pillars Of Height 1, Dimensions, Interconnection Hairs Between Sides Of Pillars And Masonry Walls, Including 10 Hairs Of 40Cm On Each Side Of The Pillar, Made With Ca-60, 5, 0Mm Steel Bars, Which Should Be Concreted Along With The Pillars, Inserted 10Cm Inside The Pillar And 30Cm To Be Inserted In Mortars, Assembly Of Beam Reinforcements, Longitudinal Reinforcement Linear Mass = 1, Diameter = 10Mm, Longitudinal Reinforcement Linear Mass = 0. 63Kg/M, Assembly Of Transverse Reinforcement Of Beams, Assembly Of Reinforcement Of Stirrup Beams, Diameter = 5. 16Kg/M, 2 Uses - Form For Lower Beam, Concreting Of Lower Beam, Densification And Finishing - Length 28, 30, Diameter = 16Mm, 6Kg/M, Diameter = 6, 3Mm, 25Kg/M, 2 Uses - Form For Upper Beam (0, 4+0, 44, +0, 40)*28, Concreting Of Upper Beam On Wall, 40, Slab Precast Unidirectional, Double-Supported For Spans Greater Than 3, For Flooring, Ceramic Filling, Prestressed Beam, Total Slab Height 12Cm (8.0Cm Slab + 4.0Cm Concrete Filling), Mechanized Backfilling Of Material Excavated With A Hydraulic Excavator - U
|
