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Construction work for water and sewage pipelines

EKO – Kaštelanski zaljev, Ustanova Split | Published April 6, 2017  -  Deadline April 24, 2017
cpvs
45231300, 45232423, 45232421, 45246500, 45316100

Construction of sewage wastewater, water supply pipeline and coastal promenade with public lighting in the village Stomorska on the island of Solta. Construction of the system is divided into two sections, namely:

I. Construction of part of the facilities of the first section "Pelegrin - Veli Dolac" (Building I): - Gravity collector I (window O60 - CS Garmica)? 250 mm, L = 20.38 m, - CS Pelegrin; Qc = 11.2 l / s (derived only material. CS part of) the incident overflow, - CS Porat; Qc = 18.5 l / s (derived only material. Fraction CS) - CS Garmica; Qc = 21.3 l / s, with overflow incidents;

II. The construction of the second section "Bay Veli Dolac - Bay Dešenja, (Building II): (...)".

Construction of sewage wastewater, water supply pipeline and coastal promenade with public lighting in the village Stomorska on the island of Solta. Construction of the system is divided into two sections, namely:

I. Construction of part of the facilities of the first section "Pelegrin - Veli Dolac" (Building I): - Gravity collector I (window O60 - CS Garmica)? 250 mm, L = 20.38 m, - CS Pelegrin; Qc = 11.2 l / s (derived only material. CS part of) the incident overflow, - CS Porat; Qc = 18.5 l / s (derived only material. Fraction CS) - CS Garmica; Qc = 21.3 l / s, with overflow incidents;

II. The construction of the second section "Bay Veli dolac - Dešenja Cove, (Building II): - coastal promenade with public lighting of bays Veli dolac Dešenja to Bays, length approx. 670 m; - The pressure pipe (CS Garmica - window cut-PO); ? 160 / 148.4 mm, L = 289.55 m; - The gravity collector II (breaking window PO - treatment device)? 250 mm, L = 382.28 m; - Water pipe (existing window in the Bay Veli dolac - treatment device), DN 125 mm; 10 bar, L = 693.96 m - Municipal wastewater treatment plants (WWTP Stomorska) - CS Dešenja (on the plateau of the device), Qc = 26.7 l / s, with overflow incidents - outfall? 200 / 185.4 for 6 bar, L = 841.30 m.

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