Tenders Are Invited For Reconstruction Of A Drainage Ditch Located On Plot No. 171 At The Level Of Plot No. 15 Within Pokrzywniki Implemented In The Design And Build Formula - Ii Procedure

1. The Subject Of The Order Is The Execution Of The Reconstruction Of A Drainage Ditch Located On Plot No. 171, At The Height Of Plot No. 15 Within Pokrzywniki Carried Out In The Design And Build Formula2. The Scope Of Works Includes:2.1. Preparation Of Design Documentation Along With Obtaining Consents And Arrangements For The Performance Of Construction Works, If Required.2.2. Reconstruction Of A Drainage Ditch On The Section According To Geographical Coordinates: A) Beginning Of The Task: N 50˚5802.2 E 15˚3719.9.B) End Of The Task: N 50˚5759.8 E 15˚3714.5.2.3. Carrying Out The Estimated Scope Of Work: A) At Km 0+000-0+015 (Left Side + Right Side) The Following Activities Are Planned: Preparatory Works And Unblocking Works (Cutting Down Lichens, Bushes And Necessary Trees); Deepening Of The Ditch And Gentle Entry Into The Maciejowicki Potok. Construction Of Underwater Stone Riprap In The Bottom With A Length Of Approximately 15 Meters. The Width Of The Bottom Is Planned To Be 1.5-2.10 M; The Slopes Of The Ditch Should Be Protected With Overwater Riprap And Its Topsoil Covering A Total Length Of Approximately 10-15 Meters. The Riprap Is Based On A Retaining Wall (Band) Laid Dry. The Minimum Size Of The Stone For The Wall Is 0.40*0.50 M.B) At Km 0+015-0+095, The Following Is Planned: - Performance Of Drainage Works (Cutting Down Lichens, Bushes And Necessary Trees). - Elimination Of Two Passages In The Ditch; In The Place Of Crossings, A New Crossing And A New Communication Footbridge Should Be Constructed, E.G. A Wooden One (The Form Of Reconstruction Should Be Agreed With The Ordering Party). Foundations. 🀀 Construction Of Stone Retaining Walls With A Length Of Approximately 80 Meters (Left Side). Walls With A Height Of Approximately 1.0 M (Sp). - Construction Of Stone Retaining Walls With A Length Of Approximately 35 Meters (Right Side [Km 0+020-0.040 And Km 0+080-0+095]). Walls With A Height Of Approximately 1.0 M (Sl). - Construction Of Four Stone Reduction Thresholds (Bottom + Slope) Of A Natural Stone Ditch (Pavement) With A Length Ca 6Mb (Each). The Bottom Width Is Planned To Be 1.40 M. At Km 0+015-0+095, Underwater Stone Rip-Rap Will Be Made In The Bottom With A Length Of Approximately 50 Meters. The Width Of The Bottom Is Planned To Be 1.40 M. Construction Of An Overwater Stone Riprap On The Slope (Right Side) Along With Its Topsoil Covering A Total Length Of 50 Meters. The Riprap Is Based On A Dry-Laid Retaining Wall (Band). The Minimum Size Of The Stone For The Wall Is 0.40*0.50 M.C) At Km 0+095-0+145 The Following Activities Are Planned: Preparatory And Unblocking Works (Cutting Down Lichens, Bushes And Necessary Trees); Liquidation Of The Culvert In The Ditch; A Communication Footbridge, E.G. A Wooden One, Should Be Constructed In The Place Of The Culvert (The Form Of Reconstruction Should Be Agreed With The Ordering Party). 🀀 Liquidation Of The Existing Retaining Wall (Right Side) And, In Some Places, Liquidation Of The Remains O