Tenders Are Invited For Construction Of 3 Steel Shopping Sheds In The City Market Area At Ul. Sejneńska In S ... in Poland

Work Detail

1) Part 1 - Foundation, Delivery And Assembly Of The Steel Structure Of Commercial Sheds, In The Scope Of: A. Construction Site Surveying Services, Including Post-Construction Inventoryb. Providing A Manager And Keeping Construction Documentation, In Particular The Construction Log C. Preparatory And Demolition Works, D. Construction Of Drilled Micropiles With A Diameter Of 350 Mm, Filled With C25/30, W8 Concrete, Reinforced With Aiii Steel, And Reinforced Concrete Caps Placed On A Base Of C89/10 Concrete, 10 Cm Thick. The Class Of Concrete And Steel Caps Is The Same As For Bored Piles, E. Delivery And Assembly Of The Steel Structure Of The W1 Shelter Made Of Closed Square And Rectangular Profiles. Post-And-Beam System With Roof Purlins. Structural Columns Hinged To The Foundations. Anchoring Columns Using Chemical Anchors. Bolt Connections Of Steel Structure Elements. The Shelter Is Divided Into Two Zones By A Wall Made Of 18 Cm Thick Silicate Blocks. Delivery And Assembly Of The Steel Structure Of The W2 Shelter, Columns Made Of Closed Profiles, Transoms Made Of Ipe Sections. Post-And-Beam System With Roof Purlins. Structural Columns Hinged To The Foundations. Anchoring Columns Using Chemical Anchors. Bolt Connections Of Steel Structure Elements. G. Delivery And Assembly Of The Steel Structure Of The W3 Shelter, Columns Made Of Closed Profiles, Transoms Made Of Ipe Sections. Post-And-Beam System With Roof Purlins. Structural Columns Hinged To The Foundations. Anchoring Columns Using Chemical Anchors. Bolt Connections Of Steel Structure Elements. H. The Structure Of Shelter No. 3 Is Protected With Fire-Resistant Paints Up To A Fire Resistance Class Of At Least R60, I. Protection Of The Structure By Painting With Epoxy Paints In A Color Agreed With The Ordering Party. The Structure Of The Facility Is Classified As Exc2 According To Pn-En-1090-2.K. The Employer Requires That The Assembly Of Steel Structures Of The Shelters Be Carried Out In A Way That Allows For The Gradual Transfer Of Individual Structures To The Contractor Of Part 2 In Order To Carry Out Finishing Works.

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