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Lucrarile proiectate in Aglomerarea Corabia si cantitatile aferente, sunt urmatoarele: 1. Obiect 1 - EXTINDEREA SI REABILITATEA RETELELOR DE ALIMENTARE CU APA SI APA UZATA IN AGLOMERAREA CORABIA a) Sub-obiect 1.1 - Reabilitare conducta aductiune Corabia, L = 1.651 m, PEID, De 315 mm b) Sub-obiect 1.2 - Extindere retele de canalizare menajera, L = 10758, PVC SN8, De 250 mm, PAFSIN SN10.000 DN 250 mm c) Sub-obiect 1.3 - Reabilitare retele de canalizare menajera, L = 14905 m, PVC SN8, De 250 ÷ De 400 mm, PAFSIN SN10.000 DN 250 ÷ De 400 mm d) Sub-obiect 1.4 - Statii de pompare ape uzate - 1.4.1 - Statie de pompare apa uzata SPAU 1 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 12 m, P = 2.2 kW, Lref = 170 m, PEID, De 90 mm - 1.4.2 - Statie de pompare apa uzata SPAU 2 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 14 m, P = 3.0 kW, Lref = 345 m, PEID, De 90 mm - 1.4.3 - Statie de pompare apa uzata SPAU 3 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 13 m, P = 2.2 kW, Lref = 315 m, PEID, De 90 mm - 1.4.4 - Statie de pompare apa uzata SPAU 4 si conducta de refulare, 1A+1R, Q = 5.5 l/s, Hp = 18 m, P = 4.0 kW, Lref = 282 m, PEID, De 90 mm - 1.4.5 - Statie de pompare apa uzata SPAU 5 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 15 m, P = 3.0 kW, Lref = 338 m, PEID, De 90 mm - 1.4.6 - Statie de pompare apa uzata SPAU 6 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 6 m, P = 1.1 kW, Lref = 89 m, PEID, De 90 mm - 1.4.7 - Statie de pompare apa uzata SPAU 7 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 7 m, P = 1.1 kW, Lref = 42 m, PEID, De 90 mm - 1.4.8 - Statie de pompare apa uzata SPAU 8 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 7 m, P = 1.1 kW, Lref = 125 m, PEID, De 90 mm - 1.4.9 - Statie de pompare apa uzata SPAU 9 si conducta de refulare, 1A+1R, Q = 8 l/s, Hp = 8 m, P = 3.0 kW, Lref = 121 m, PEID, De 110 mm - 1.4.10 - Statie de pompare apa uzata SPAU 10 si conducta de refulare, 1A+1R, Q = 13 l/s, Hp = 17 m, P = 11.0 kW, Lref = 684 m, PEID, De 140 mm - 1.4.11 - Statie de pompare apa uzata SPAU 11 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 12 m, P = 2.2 kW, Lref = 316 m, PEID, De 90 mm - 1.4.12 - Statie de pompare apa uzata SPAU 12 si conducta de refulare, 2A+1R, Q = 16 l/s, Hp = 7 m, P = 5.5 kW, Lref = 28 m, PEID, De 160 mm - 1.4.13 - Statie de pompare apa uzata SPAU 13 si conducta de refulare, 2A+1R, Q = 18 l/s, Hp = 8 m, P = 7.5 kW, Lref = 62 m, PEID, De 160 mm - 1.4.14 - Statie de pompare apa uzata SPAU 14 si conducta de refulare, 2A+1R, Q = 21 l/s, Hp = 7 m, P = 7.5 kW, Lref = 24 m, PEID, De 180 mm - 1.4.15 - Statie de pompare apa uzata SPAU 15 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 7 m, P = 1.1 kW, Lref = 34 m, PEID, De 90 mm - 1.4.16 - Statie de pompare apa uzata SPAU 16 si conducta de refulare, 2A+1R, Q = 40 l/s, Hp = 8 m, P = 18.5 kW, Lref = 13 m, PEID, De 225 mm - 1.4.17 - Statie de pompare apa uzata SPAU 17 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 11 m, P = 2.2 kW, Lref = 140 m, PEID, De 90 mm - 1.4.18 - Statie de pompare apa uzata SPAU 18 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 8 m, P = 1.5 kW, Lref = 120 m, PEID, De 90 mm - 1.4.19 - Statie de pompare apa uzata SPAU 19 si conducta de refulare, 1A+1R, Q = 4 l/s, Hp = 8 m, P = 1.5 kW, Lref = 100 m, PEID, De 90 mm 2. Obiect 2: RETELE DE DISTRIBUTIE APA POTABILA IN CARTIETUL TUDOR VLADIMIRESCU (L = 7.943 m a fost executat, De 63÷110 mm) 3. OBIECT 3 – RETELE DE DISTRIBUTIE APA POTABILA IN CARTIETUL VARTOPU (L = 9.243 m, a fost executat De 63÷110 mm) Durata totala de executie a lucrarilor: 15 luni Perioada de notificare a defectelor (PND): 36 luni