Poland - Technical inspection and testing services

Description

The subject of the contract is a service entitled: "Execution of a 5-year technical inspection of flood embankments and other building structures" consisting in a 5-year inspection of the technical condition of flood embankments and other building structures within the area of the Water Management Board of the Kielce Sink, i.e. 2.1. Water Management Area in Busko-ZdrójWały of the Nida River: - Right bank of the Nida River Pińczów-Kopernia in km 0+000 - 3+800, the city centre of Warsaw. Pińczów, Kopernia, the Pińczów commune,- The left bank of the Nida Pińczów-Kopernia river in km 0+000 - 5+500, the city of Pińczów,- The left bank of the Nida Pińczów-Kopernia river in km 0+000 - 5+500, the city of Pińczów. Pińczów, Kopernia, the Pińczów commune, Total: flood embankments - 9,300 km,- Jaz on the Maskalis River Relief Canal in km 4+2502.2. Water Surveillance Area in Kazimiera WielkaWały flood protection embankments of the Nidzica River:- Right flood embankment of the Nidzica River in km 0+000-1+800 (length 1,8 km), the city of Sienkiewicza in km 1,8 km. Skalbmierz, the municipality of Skalbmierz, - The left summer embankment of the Nidzica River in km from 0+000 - 1+200 (length 1.2 km), the city of Skalbmierz, - The left summer embankment of the Nidzica River in km from 0+000 - 1+200 (length 1.2 km), the city of Skalbmierz, - The left summer embankment of the Nidzica River in km from 0+000 - 1+200 (length 1.2 km). Morawianki, Morawiany, Bejsce municipality,- The right summer embankment of the Nidzica River in km from 0+000 -2+300 (length 2.3 km), city of Bejsce, - The right summer embankment of the Nidzica River in km from 0+000 -2+300 (length 2.3 km), city of Bejsce, - The right summer embankment of the Nidzica River in km from 0+000 -2+300 (length 2.3 km), city of Bejsce. Kijany, Morawiany, Bejsce, Total: flood banks - 5,300 km,- Jaz na rz. Nidzicy in km 22+390, m. Kamyszów, m. Kazimierza Wielka- Jaz na rz. Nidzicy in km 42+000, m. Słaboszów, the city of Słaboszów2.3. The Water Supervision Area in JędrzejówWały - flood protection areas of the Nida River: - The left bank of the Nida River Kopernia - Skowronno Dolne in km 0+000-2+520, the city of Skowronno Dolne in km 0+000-2+520, the city of JędrzejówWały - flood protection areas of the Nida River: - The left bank of the Nida River Copernicus - Skowronno Dolne in km 0+000-2+520, the city of Skowronno. Copernicus, the Pińczów commune,- Right bank of the Mierzawa Pawłowice - Kopernia river in km 0+000-2+050, the city of Pińczów,- Right bank of the Mierzawa Pawłowice - Kopernia river in km 0+000-2+050, the city centre. Kopernia, Pawłowice, the commune of Pińczów, - Lewy wał rzeki Mierzawy Pawłowice in km 0+000-1+950, the city of Pińczów, - Lewy wał rzeki Mierzawy Pawłowice in km 0+000-1+950, the city centre. Pawłowice, Michałów municipality,- Right bank of the Nida River in Stawy in km 0+000-1+540, city centre. Stawy, municipality Imielno,- Right bank of the Nida Sobowice River in km 0+000-4+340, city centre. Sobowice, Stawy, Imielno Commune Total: flood embankments - 12,400 km.  Cieku flood embankments from Bełek:- Right bank of Cieku from Bełek in km 0+000-0+780, city centre, city centre, city centre. Błonie, gmina, smielno,- Left bank in km 0+000-0+190, city. Bełk, the Imielno commune Total: flood embankments - 0.970 km. flood embankments of the Branka river: - The left bank of the Branka river in km 0+000-1+320, the city centre - 0.970 km. Skowronno Dolne, the Pińczów commune,- Right bank of the Branka River in km 0+000-1+400, city centre. Skowronno Dolne, the Pińczów commune Total: flood embankments - 2.720 km.3.b) The inspection shall take into account hydrological and hydraulic conditions of the trough, assessment of the condition of the dyke (over the entire width) and the floodbank (in the immediate vicinity of the dyke, i.e. in the case of the flood embankment, in the case of the dyke, in the case of the dyke, in the case of the dyke, in the case of the dyke, in the case of the dyke - in the case of the dyke - in the case of the dyke - in the case of the dyke - in the case of the dyke). c) This inspection should determine the suitability of the facility for use in terms of safety; d) The detailed scope of the inspection of the technical condition and safety of the embankment should be in accordance with the "Guidelines for assessment of the technical condition and safety of flood embankments". - development of IMUZ Falenty 2014 r.3.2 Checking the technical condition of the embankments should include in particular: a) embankment route layout, intrusion condition; b) hydrological and hydraulic data. This study should include: - an orientation map of the assessed section in the scale 1:25,000,- situational-altitude maps in the scale 1:1,000 with the marked location of the research points, geotechnical cross-sections and other important data, e.g.: - a map of the section under assessment in the scale 1:25,000,- a map of the section under assessment in the scale 1:1,000 with the marked location of the research points, geotechnical cross-sections and other important data, e.g.: - a map of the section under assessment in the scale 1:25,000,- a map of the section under assessment in the scale 1:1,000,- a map of the section under assessment in the scale 1:1,000,- with the marked location of the research points, geotechnical cross-sections and other relevant data, e.g. places of observation of filtering phenomena, field hollows and ponds, as well as collisions and crossings with underground utilities, - longitudinal profile with marked levels of authoritative and control waters, flood bank, dikes, dikes and ...

Opportunity closing date

22 July 2019

Value of contract

to be confirmed