GTR 109727767
Bids Are Invited For Hiring An Engineering Company To Carry Out Work To Block The Alleys In The São Pedro Neighborhood In The Municipality Of Fama - Mg
ICB — International Competitive Bid
Closed
South America
Tender Information
GTR Reference
109727767
Tendering Authority
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Tender No
1/2026
Financer Name
Self-Funded
Work Title
Bids Are Invited For Hiring An Engineering Company To Carry Out Work To Block The Alleys In The São Pedro Neighborhood In The Municipality Of Fama - Mg
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
South America
Political Region
BRIC,G20
Last Date of Bid Submission
06-04-2026
Closed
Work Detail
1.1 Supply And Placement Of Work Sign Made Of Galvanized Sheet #26, Esp. 0, 45 Mm, , 1.2 Mechanized Demolition Of Reinforced Concrete, With Pneumatic Equipment, Including Spacing And Stacking, Excluding Transportation And Removal Of Demolished Material, 1.3 Land Cleaning, Including Weeding, Raking Up To Twenty 20 Meters Apart And Controlled Burning, 1.4 Removal Of Class A Masonry Debris, Concrete, Mortar And Ceramics Through A Rubble Pipeline And Final Packaging In A Stationary Bucket. Excluding Freight., 1.5 Plaster With Mortar, Mix 1:2:9 Cement, Lime And Sand, With Waterproofing Additive, Esp. 20Mm, Manual Application, Including Mortar With Mechanized Preparation, Exclusive Chapisco, 02/27/2026 - 14:58:01, 02/27/2026 - 14:58:04, 02/27/2026 - 14:58:05, 1.6 Chapisco Applied On Masonry Without The Presence Of Gaps And Concrete Facade Structures, With Trowel. 1:3 Mixture Mortar Prepared In A 400L Concrete Mixer, 1.7 Removal Of Concrete Pipes With A Diameter Of 0.40 M To 1.00 M In Trenches And Drains, 2.1 Concrete Pipe For Rainwater Collection Networks, Diameter Of 600 Mm, Rigid Joint, Installed In A Location With Low Level Of Interference - Supply And Installation., 2.2 Simple Boca De Lobo Type A - Cast Iron, Frame, Grid And Angle, Including Excavation, Backfilling And Boot-Out, 2.3 Installation Of Curb Guide In Straight Section, Made Of Prefabricated Concrete, Dimensions 80X08x08x25 Cm Length X Lower Base X Upper Base Height., 2.4 Mechanized Trench Embankment With Skid Steer Loader, With Clay-Sandy Soil., 2.5 Execution And Compaction Of Final Layer Of 100% Energy Embankment Of The Normal Proctor With Predominantly Clayey Soil, In Layers With A Thickness Of 15 Cm - Excluding Excavation, Loading And Transport And Soil., 2.5 Concrete Lid For Box Masonry Inspection Equal 8 Cm, 2.6 Mortar Trace 1:3 In Volume Of Cement And Medium Wet Sand For Subfloor, Mechanical Preparation With 600 L Concrete Mixer, 3.1 Application And Regularization Of Sand Mattress, 3.2 Laying Of Floor With Interlocking Floor, Rectangular Type, Esp. 6Cm, With Fck Of 35Mpa, Dimension 20X10cm, Exclusive Sand Mattress For Laying, 3.3 Floor Execution On Interlocked Floor, With Pisogram Block Of 35 With Granular Material Crushed Stone N.1 And Crushed Stone N.2, Applied To Floors Or Slabs On Ground, Thickness Of *10 Cm*., 4.1 Final Cleaning For Delivery Of The Work.
Key Value
Tender Value
126,711 - BRL
Tender Documents
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