Bids Are Invited For Contracting Aims To Provide Specialized Technical Services Consistent In Tests With Benkelman Beam Geotechnical Polls To Bracket And Percolacao And Elaboration Of Reports And Technical Reports To Subsidize Projects In General And Paving And Infrastructure In The Municipality Of Jaboti - Pr.

Service Provision Method Method Benkelman Method Services Services Should Be Delivered With Photographic Reference Structural Dimension Of Floor Specifying The Thickness Required For The Cbuq Layer To Verify The Need To Perform Reperfilation Indicating Its Thickness. The Report Should Contain A Summary Table Indicating The Streets And Their Respective Thickness Necessary For The Cbuq Layers And Reperfilation. The Services Must Be Performed According To The Orientations Of Dnerm 02487 And Dnerpro 17594. The Respective Arts Of The Essays And The Final Report Must Be Presented The Documents Must Be Delivered In Digital Media And Printed. The Value Of The Proposal Must Have The Inclusion Of All Tax Mobilization Imposed By Any Nature Social Charges And Any Other Onus That May Fall On The Supply Of The Object. 1310 1310Marcar In Loco The Deep Or Superficial Patch Points Registering With Georeferenced Photographs Elaborate A Quantity Spreadsheet Discriminating The Areas That Require Deep And Superficial Patches. Geotechnical In Laboratory Cbr Tests Cbr Compact And Expansion Or Dynamic Penetration Of Conical State Of Mobilization And Other Relevant Items For Elaboration Of The Same Calculation Of Pavement Sizing According To Dnitderpmsp Methodology And Specific Memorial Literature Descriptive Project Art. Of The Spt Standard Penetration Test Type With Expected Depth Of 1500 Meters Each Point. The Survey May Be Interrupted In Advance If Impenetrable Soil Is Reached. 1310Inlcui Rote Sketch With Quotas Of The Drilling Holes Registered Topographically. 1310Points, Perchical And Poll Service Service Service And Geological Recognition Survey Of The Terrain With A Depth Of Up To 300 Meters Aimed At The Preliminary Characterization Of The Soil Profile. Includes The Elaboration Of A Technical Report With The Description Of The Geological Profile Identified Photographic Record Of The Process And The Materials Found Beyond The Monitoring Of The Eventual Ascent Of The Level Of The Dagua At The Executed Holes. 1310Pontas, 08/01/2025