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General Construction Work For Pipelines - Bc-Cl-19 Rehabilitation And Expansion Of Water Capture, Storage, Treatment And Transport Facilities In Racova, Garleni, Blagesti, Buhusi, Filipesti, Traian And Secuieni; Expansion Of Sewage Treatment Facilities In The Filipesti Agglomeration. Project And Executive Work Related To Bc-Cl-19 Reab And Ext Facil. For Catching, Inm, Treating And Transporting Water In Racova, Garleni, Blagesti, Buhusi, Filipesti, Traian And Secuieni; Ext. Sewage Treatment Plant In The City Of Filipesti, Including Detail Supervisor And Civil Construction Exec, Mechanical And Electrical Installation. Incl. Fur. And Installation Of Related Equipment, For: Ob. 1-Cond. De Ad. And Sp For Z. De Al. With Water Bacau-Secuieni: • Rep. Station With Freq. Conv. From Mun. Network. Bc., Equip. With (1+1)P With: Qp=13.2 L/S, Hp=110 Mca With 15M3 Tank Rez And A Valve Cam Of High Pressure.• Tran. Cond. Piped Water That Will Be Connected To The Distribution Network. Bc., With De180 Mm Pn 16, And L=8700 Ml Up To Chamber V1. On The Drawing Of The Ad.Cond., There Are Several Travers. (See C.3. Plans). ;• Real. Cond De Ad. De 75 Mm Pn 16 From Ga Traian To Ga Bogdan. L=4,100 Ml; On The Route Cond De Ad. They Are Prev Traver (See C.3, Plans). • Cond. Ad. From Peid, Pn 10, De125 Mm Pn10 With A Length Of 2050 Ml (From V1 Cam To Ga Zapodia); Peid Water Pipe, 90 Mm, Pn 16, L=3,300 Ml From Ga Zapodia To Ga Secuieni. Ob. 2-Al. Water System Traian: • Real Rechlorinator For Chlorine Correction Qtr =4.3 L/S In Ga Traian; • Real Sp Ampl In Ga Traian To Ga Bogdan. Team With (1+1)P Av.Qp=2.1 L/S,Hp=110 Mca (Sp For Adduct)•Real Rechlor St For Correc.Chlor Qtr=3 L/S In Ga Zapodia (Sp For Ad .);•Real Image Rez 200 Mc In Ga Zapodia; •Sp Type Booster-Hir:- Sp In Ga Zapodia For Dist. Q=5.4 L/S And H= 102 Mca And Pump For Inc. (Q=5.0 L/S=18 Mc/H And Hp =102 Mca), -Within Ga Zapod. A Pump Station Will Be Expanded Which Will Real Water Pump Can To Ga Secuieni. Sp Team With (1+1)P With: Qp=3.8 L/S, Hp=150 Mca, Ob.3-Sist Of Al. With Water Bogdan.I: •Real St Rechlor With Hypocl For Qtr=2 ,1 L/S; • Real Rez Of Inm V=250Mc In Ga Bogdan.; • Real Sp Type Booster In Ga Bogdan. Having (1+1) Qpom=3.8 L/S And H=67Mca And Pump Inc. With Q=5.0 L/S And Hp=67 Mca; Ob. 4-Al. Sist With Secuieni Water: • Real St De Reclor With Hypocl For Qtr=3.8 L/S; •Real Rez V=350 Mc In Ga Noua Secuieni;•Real Sp Drawn Water Qp=8.4 L/S, Hp=27 Mca Ampl In Account In Ga Secuieni For Putting Under Pressure Of The Distribution Network; Ob. 5-Cond Of Adduct And Sp For The Bacau-Buhusi Water Al. Zone: • Sp (With Fr Conv) Water Drawn For Asig As Necessary For Racova-Garleni-Blagesti-Buhusi From Sza Bacau, Ampl Next To Ground Floor Barati, Sp With (1+1, Or 2+1) Sp From Barati: Q=91 L/S; H=65 Mca; • Sp (With Fr. Conv.) Drawn Water On The Adduct Duct To Ga Racova: Sp - (1+1) Elect Q=25.3 L/S, H=60M; • Sp (With Frequency Conv) Drawn Water On Adduct Pipe Drawn To Ga Blagesti: Sp-(1+1) Electr Q=18 L/S, H=80M.•Sp (With Br. Conv.) Water Drawn On Ad. Pipe Drawn To Ga Buhusi: Sp- (1+1) Electr Q=48L/S And Hp=45Mca.•Real Main Cond. Of Water Pipe Drawn From Peid, De 450, Pn 10, L=9 Km And Pn16 L=10 Km From The Ground Floor In Barati To Inters (Approx. Int.) With A Section Of Conduit To Ga Blagesti; On The Move. Cond De Ad. Are Prev More Trav Indic.In Cap 3, Planse. • Real Ad. Cond. From Peid, De 400, Pn 10, L=1.3 Km From Inters With A Section Of The Cond To Ga Blagesti (Cam De Vane V1) To The Int.
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