Tenders Are Invited For Civil Works For Construction Of Pochalla Secondary School Pochalla, Greater Pibor Administrative Area (Gpaa)

Tenders Are Invited For Civil Works For Construction Of Pochalla Secondary School Pochalla, Greater Pibor Administrative Area (Gpaa) 1 Preliminaries And Mobilisation Of Materials (Construction Material And Material Transport Cost) Lump Sum 2 Civil Works For Construction Of Semi-Permanent Classrooms (2 Blocks Of 2 Classrooms). 2 Blocks 3 Construction Of Permanent Toilets (2 Blocks Of 2 Stance Latrines With GirlS Changing Room), Hand Washing Point And Rainwater Harvesting Tank 1000 Litres) 2 Blocks 4 Construction Of School Fence Using Chain Link 1 School Fence 1.1 Mobilisation And Demobilisation Of The Contractor, Equipment And Labour. Including Construction Of Temporary Fence Around The Site. 1 Item 1.2 Clear Site Of All Grass, Shrubs, Debris, Undergrowth Including Small Trees Not Exceeding 600Mm Girth And Cart Away From Site. 400.00 M 1.3 Excavate Trench For Foundation Trenches And Column Bases 2 Meters Deep, Starting From Stripped Levels. The Rate For Excavation Shall Include Upholding Sides Of Excavated Areas And Keeping The Excavated Areas Free From Water. 356.48 1.4 Apply Concrete (1:3:6) Of 800Mm Wide And 50Mm Thick As Blinding Around The Wall Area And Column Bases. 198.48 M 1.5 Construction Of 200Mm Thick Solid Wall Foundation From Concrete Blocks; Load Bearing Min 5.0 N/Mm, Reinforced Wih 20 Gauge 25Mm Hoop Iron Strips Laid Horizontally Every Alternate Course; Bedded And Jointed In Cement And Sand (Mix 1:3) Mortar. 359.00 M 1.6 Supply And Fix T12 Steel Bar Reinforcement Including Bending, Hooking, Binding Wire, Cutting Spacers And Supporting All In - High Tensile Ribbed Bar Reinforcement To B.S. 4661 To Columns, Column Bases. 854.18 Kg 1.7 Ditto But Foundation And Ground Beams 1,952.10 Kg 1.8 Ditto But Surface Slab Area Including Verandah With 200Mm C/C Spacing For The Reinforcement Bars. 5,476.88 Kg 1.9 Supply And Fix Sawn Formwork To Side Of Columns, Column Bases, Ground Beams, 400.00 M 1.11 Apply 1000 Gauge Polythene Or Other Equal And Approved Damp-Proof Membrane, Laid Over Blinded Hardcore (M.S) With 300Mm Side And End Laps (Measured Nett-Allow For Laps). 319.23 M 1.12 Prepare And Apply Vibrated In-Situ Concrete Grade 25 (Nominal Mix 1:2: 4, 25N/Mm2 At 28 Days) For Columns, Column Bases. 13.25 M 1.13 Ditto But Foundation And Ground Beams 43.61 M 1.14 Ditto But Ground Slab 46.38 M 2 Superstructure 0.00 0.00 2.1 Damp Proof Course: Bituminous Felt: Bedded In Cement Mortar (1:3): 300Mm Laps 103.00 M 2.2 Construct Solid Concrete Block Walling Including Gable Wall; Load Bearing Min 5.0 N/Mm: Reinforced With 20 Gauge 25Mm Hoop Iron Strips Laid Horizontally Every Alternate Course: Bedded And Jointed In Cement And Sand (1:3) Mortar. 265.72 M 2.3 Ditto But Internal Walls 86.58 M 2.4 Ditto But 300Mm High Parapet Walls At The Gable End 11.00 M 2.5 Supply And Fix T12 Steel Bar Reinforcement Including Bending, Hooking, Binding Wire, Cutting Spacers And Supporting All In -High Tensile Ribbed Bar Reinforcement To B.S. 4661 To Ring Beam. 375.86 Kg 2.6 Ditto But Columns 116.56 Kg 2.7 Prepare And Apply Vibrated In-Situ Concrete Grade 25 (Nominal Mix 1:2: 4, 25N/Mm2 At 28 Days) For Ring Beam And Columns 7.72 M 2.8 Supply And Fix Sawn Formwork To Side Of Columns, Column Bases, Ground Beams, And Surface Slab. 75.30 M 2.9 75 X 3Mm X 2600Mm High Rhs Post 9.00 No Complete With Base Plate And Welding To Metal Beam. Completed With Undercoat And An Approved Cloour Of High Gloss Paint. 2.10 Ditto But 75 X 50 X 3Mm Rhs Beam Support Welded To Post. 3 Roofing 0.00 0.00 3.1 Structural Mild Steel To Bs 4360 Grade 43C In Roof Structure: Allow For 5Fw Continuous Welding : 3Mm Blancked Open Ends : On Coat Zinc Chromate Primer Or Approved: Including Drilling Holes In Steel: Complete With All Connections, Cleats, Bolts, Nuts, Washers Etc. To Engineers Detail For 60 X 40 X 3Mm Rhs Rafters & Braces. 140.00 M 3.2 Ditto But 40 X 40 X 3Mm Shs Tie Beams 90.00 M 3.3 Ditto But 40 X 40 X 3Mm Shs Struts And Ties 195.00 M 3.4 Ditto But 150 X 50 X 2Mm Thick Zed Purlins 264.00 M 3.5 40 X 40 X 300Mm (Average) Rhs Holding Down Anchor: One End Fish Tailed And Cast Into Concrete Beam Other End Welded To Roof Trusses 30.00 No 3.6 Prepainted Roofing Sheets( Colour To Be Approved By Engineer But) : It5 (Super V) Gauge 28 Galvanized Corrugated Sheets: Fixing To Roof Trusses With Appropriate J Hooks, Rubbers, Nails & Filler Blocks To Fill Gap Between Ridge & Sheet For Roof Covering : To Slopes Exceeding 22.5 Degrees To Horizontal. 386.86 M 3.7 Ditto But For Translucent Sheets 6.00 M 3.8 Ditto But For Ridge Cap 35.00 M 3.9 1.5Mm Thick Mild Steel Sheeting For Fascia And Barge Board : 200Mm Girth ; Bent Profile As Required And Fixing To Metal Trusses M/S 76.00 M 3.10 Supply And Fix 150X150mm 24Gauge Galvanized Mild Steel Box Gutter With Galvanized Steel Brackets At 600Mm Centers Fixed To Fascia Board (Ms) 76.00 M Tender Link : Https://Comms.Southsudanngoforum.Org/C/Tenders

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