Tenders Are Invited For Development Of Dehydration Ul. Basztowa On Plot No. 32, 48, 50 In The Town Of Wielka Wieś, Commune Great Village

1. The Subject Of The Contract Is The Implementation Of The Task Consisting In The Completion Of Construction Works Related To The Investment Entitled: Expansion Of Dehydration Of Basztowa Street On Journal Of Laws 32, 48, 50 In The Town Of Wielka Wieś, Wielka Village Commune 1.1. The Material Scope Of The Order Includes: A) Reproduction Of The Route And Altitude Points In A Plain Area Over A Length Of 270M. B) Cutting Trees With A Diameter Of 56-75Cm With Trunks Grubbing Up And Taking Off The Long, Branches And Carpine-10 Pcs. C) Grubbing Down The Bushes And Plating With Removal - 0.003 Ha. D) Photo Of A 10Cm Medium Thickness Layer With A Volume Of 15.4M3. E) Dismantling The Surface From Aggregate, Surface Thickness 40Cm With Removal Of Material From A Demolition With An Area Of ​​327M2. F) Dismission Of Cement Concrete Pavement Gr 15Cm With Removal Of Material From A Demolition With An Area Of ​​8.5M2. G) Dismantling A Part Of The Culverts Of Concrete Pipes With A Diameter Of Ø40-60Cm With Prior Digging Culverts And Removing Material From A Demolition With A Length Of 8.5M. H) Dismantling Of Frontal Walls And Foundation Benches From Concrete For Culverts With Removal Of The Material From The Demolition - 2 Pcs. I) Demolition Of Rain Grilles 20M Long. J) Demolition Of The Hatching Of The Audit Wells - 5 Pcs. K) Arranging New Cast Iron Hatches Of Class D400 At Inspection Wells Along With Possible High -Height Regulation - 5 Pcs. L) Making Excavations Mechanically In The I-Vi Category With The Transport Of Spoil With A Volume Of 772M3. M) Making A Rainwater Sewage From Pp Pipes With A Diameter Of 40Cm And A Length Of 210M. N) Execution Of Audit Wells Made Of Concrete Vertebrae With A Diameter Of 1.0M Along With The Construction Of A Concrete Foundation C16/20 Gr. 20Cm With Heavy -Type Hatching D400 - 8 Pcs O) Making A Backfill Of Sanding Sewage Pipes And Audit Wells Together With A Thickening Of 200M3. P) Filting The Excavation Under The Sewage System With Sandy Soil With A Volume Of 335M3. Q) Making A Foundation Of Broken Aggregate 0/63 Mechanically Stabilized Gr. 20Cm With An Area Of ​​347M2. R) Making A Pavement From Broken Aggregate 0/31.5 Thickness Up To 15Cm After Density - Roadside With An Area Of ​​29M2. P) Making A Pavement From Broken Aggregate 0/31.5 Thick Up To 20Cm After Compaction - Road And Downhill With A Total Area Of ​​347M2. T) Humus With Sowing Slopes At The Thickness Of The Fertile Soil (Humus) 10Cm With The Delivery Of 27M2 Fertile Soil. U) Arranging A Concrete Riverbed With Prefabricated Elements With A Width Of 50Cm And A Depth Of 50Cm Across The Road On A Bench Made Of Concrete C16/20 With Dimensions Of 0.7*0.2M Bench Together With Connection To The Rainwater Drainage System - Length 20M. V) Laying The Ride Grille (Steel Grate) Galvanized 5Cm Thick With Supports On A Prefabricated Concrete Tray With Attachment Of The Grille To The Concrete Tray - Length 20M. W) Familiarization Of The Dna And Ditches With Large -Scale Stone