Tenders Are Invited For Construction Of A Warehouse Hall (Storage Box No. 1 And No. 2; Foundation For All Boxes) For Storing Road Salt In The Road And Bridge District No. 1 In Rudniki.

Construction Of A Warehouse Hall (Storage Box No. 1 And No. 2; Substructure For All Boxes) For Storing Road Salt In The Road And Bridge District No. 1 In Rudniki. The Subject Of This Task Is The Construction Of A Modular Four-Aisle Warehouse Hall For Storing Road Salt. The Facility In Question Should Be Constructed In Rudniki, At Ul. Dworcowa 26 On A Plot Marked In The Land Register As No. 974/11, District 011 Rędzina. Plot Id:240415_2.0011.974/11. The Plot Area Is Completely Fenced. Entrance Gate To The Area From The North, From Ul. Dworcowa. A Four-Aisle Warehouse Facility Should Be Constructed (4 Storage Boxes With Different Areas), Made Of Lego-Type Concrete Blocks, Covered With An Arched Roof With A Lightweight Structure, Each Box Separately. The Storage Hall Is Placed On A Previously Prepared Base - Asphalt Surface With Substructure, Class Kr 3-4. Parameters Of The Entire Facility - Total Length 43.80 M - Total Width 22.20 M - Height 9.70 M - Storeys 1 - Volume 6890 M3 - Warehouse Area 727.56 M2 - Development Area 821.16 M2 Area Of The Facility To Be Implemented - Storage Box No. 1 - 195.84 M2 - Storage Box No. 2 - 192.96 M2the Facility Will Be Built On The Existing Base - Bituminous Surface With Traffic Category Kr 3-4 Together With A Standard Base For The Given Load Class. External Walls The Walls Of The Boxes Should Be Made Of C35/45 Class Concrete System Elements Of The Lego Type With Locks In The Form Of Truncated Pyramids. The Walls Should Be Constructed As 7-Layers (H = 4.2 M). The Masonry Elements Should Meet The Following Parameters: - Concrete Class > C 35/45 - Frost Resistance - Class Xf3 - Resistance To Chlorides - Exposure Class Xd3 - Resistance To Chemical Aggression - Exposure Class Xa1 - Abrasion Resistance - Exposure Class Lightweight Arched Roof System With A Steel Structure Made Of 50X50 Mm Main Profiles, Covered With A Pvc Membrane. The Steel Structure Should Be Made Of Hot-Dip Galvanized Steel, Covering Weight Min. 800G/M2. Installation In Accordance With The Manufacturer Of The Supporting System. Due To The Layout Of The Slope, Make The Arched Roof As A Gable Roof With A Variable Inclination Angle In The Range Of 15-45O, Which Meets The Conditions Of The Local Development Plan For The Given Plot. 1. A Detailed Description Of The Subject Of The Order, I.E. The Type Of Works To Be Performed Under The Order, Is Specified In The Technical Documentation Constituting Annex No. 1 To Swz.2. In The Event Of Changes To The Applicable Quality Standards During The Term Of The Contract, The Contractor Will Be Obliged To Adapt The Quality Of Works Performed On The Subject Of The Order To The New Standards.3. Additional Conditions Regarding The Subject Of The Order: 3.1. The Contractor Undertakes To Provide The Ordering Party With A Quality Guarantee Of Min. 60 Months.3.2. The Order Should Be Carried Out Based On The Standards, Instructions And Detailed Technical Specifications For Maintenance Works Applicable In Road Construction.3.