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Tenders Are Invited For Rehabilitation And Construction Of Water Systems In Kismayo 1 Site Preparation And Excavation 1.1 Prepare Site By Stripping Top 150 Mm Of Soil To Remove All Debris Including Sand (If Any) From Site And Carting Away Spoil M² 9 1.2 Excavation Of Foundation Footing, Not Exceeding 1.5M Deep. Earth Excavation Shall Be Carried Out By Any Suitable Method Accounting To The Lines, Grades & Dimensions, For The Foundation. M³ 1.536 1.3 Fill The Excavated Ground After Constructing Foundation With Approved Materials Free From Organic Matter, All Works Should Be Done According To The Drawings, Specification And Instruction Of The Site Engineer. M³ 1.152 Sub-Total For Site Preparation 2 Concrete Works 2.1 Supply Material And Cast Plain Concrete Blinding Class 15( 1:3:6) Under The Reinforced Footing Foundation (Thickness 5 Cm). M² 0.16 2.2 Reinforced Concrete Class 25(1:1.5:3) For The Footing Base (Foundation) Of The Tanks. Provide Y12 Bars Both Ways @200Mm C/C M³ 1.536 2.3 Reinforced Concrete Class 25(1:1.5:3) For The Columns, Provide Y16 Bars And Y8 For Strips @200Mm C/C M³ 2.16 2.4 Reinforced Concrete Class 25(1:1.5:3) For The Ground Beam, Provide Y12 Bars And Y8 For Strips @200Mm C/C M³ 2.4 2.5 Reinforced Concrete Class 25(1:1.5:3) For The Tie Beam, Provide Y12 Bars And Y8 For Strips @200Mm C/C M³ 1.08 2.6 Reinforced Concrete Class 25(1:1.5:3) For The Load Bearing Beam, Provide Y16 Bars And Y8 For Strips @200Mm C/C M³ 1.08 2.7 Reinforced Concrete Class 25(1:1.5:3) For The Slab, Provide Y12 Bars For Both Directions @200Mm C/C M³ 1.8 2.8 Reinforced Concrete Class 25(1:1.5:3) For The Walls, Provide Y12 For Main Bars & Y10 For Distribution Bars @200Mm C/C M³ 3.78 2.9 Reinforced Concrete Class 25(1:1.5:3) For The Roof Slab, Provide Y12 Bars Both Ways @200Mm C/C M³ 0.9 Sub-Total For Concrete Work 3 Reinforcement 3.1 High Tensile, Square Twisted Bar Reinforcement To Bs 4461 (Or Equivalent Approved Standard), Including Bends, Hooks, Tying Wire, Distance Blocks And Spacers: 3.2 Reinforcement Bars Y16 No. 12 3.3 Reinforcement Bars Y12 No. 50 Call For Tender | Rci/Wash/Sws/Cft/2026/001 Recom Corp International (Rci) Water Systems, Lower Shabelle Page 56 Of 106 No. Description Unit Qty Rate (Usd) Amount (Usd) 3.4 Reinforcement Bars Y10 No. 16 3.5 Reinforcement Bars Y8 No. 19 Sub-Total For Reinforcement 4 Formwork 4.1 Formwork To Sides Of Footing Foundation M² 16 4.2 Formwork To Sides Of Column M² 28.8 4.3 Formwork To Sides Of Ground Beam M² 9.6 4.4 Formwork To Sides Of Tie Beam M² 10.8 4.5 Formwork To Sides Of Load Bearing Beam M² 3.6 4.6 Formwork To Sides Of Slab M² 2.4 4.7 Formwork To Sides Of Walls M² 25.2 4.8 Formwork To Sides Of Cover Slab M² 1.2 Sub-Total For Formwork 5 Finishing Works 5.1 Cement And Sand Mortar (1:3) Screed 30 Mm Thick To Base Slab With Waterproof Cement M² 9 5.2 Cement And Sand Mortar (1:3) Plaster 20 Mm Thick To Interior Walls With Waterproof Cement M² 25.2 5.3 Coating The Interior Side Of The Tank With Epoxy Paint For Internal Water Proofing. Including Walls, Floor, Ceiling (All Interior Surfaces Exposed To Water), To Be Applied According To Standards. Final Color & Type Should Be According To The Site Engineer Instruction. M² 19.2 5.4 Painting 3 Layers Over The Exterior Side Of The Tank (Exposed Surfaces) Including Walls, Columns, Beams, Outdoor And Washable Paint Exterior. Final Color & Type Should Be According To The Site Engineer Instruction. M² 34 Sub-Total For Finishing Works 6 Steel Structure Works 6.1 Supply And Installation Of 1" Gi Pipes For Steps At Least 45 Cm C/C Fixed To The Concrete Walls And Columns, To Climb From Outside Tank, According To The Technical Specification. Including Protection Half Ring. Ls 1 6.2 Steel Plate 6 Mm Thick For The Tanks Cover (Lockable) Of The Openings With Frame , And Paint Two Layers Of Oil Paint. No. 1 Sub-Total For Steel Structure Work 7 Water Supply (Pipe Work) 7.1 Outlet Pipe. Type Hp Pipe 50 Mm Dia, Including Gate Valve & Pipe Fittings No. 2 7.2 Inlet And By Pass Pipe. Type Hp Pipe 50 Mm Dia, Including Gate Valve & Pipe Fittings No. 1 Call For Tender | Rci/Wash/Sws/Cft/2026/001 Recom Corp International (Rci) Water Systems, Lower Shabelle Page 57 Of 106 No. Description Unit Qty Rate (Usd) Amount (Usd) 7.3 Scour Pipe, Type Hp Pipe 75 Mm Dia., 600 Mm Long, Including Gate Valve And Pipe No. 1 7.4 Over Flow Pipe, Hp Pipe 50 Mm Dia. 600Mm Long No. 1 7.5 Ventilation Pipe. Type Hp Pipe 50 Mm Dia. 600Mm Long No. 1 Rehabilitation Of A Shallow Well; Solar Pumping System; 10 M³ Elevated Tank; 9 Accessible Water Kiosks; 1,000 M Pipeline; Disability-Friendly Communal Latrine; Solar Security Light Where Lower Jubba Kismayo, Somalia Who May Apply Registered Construction Contractors, Architectural And Civil Engineering Firms And Joint Ventures With Qualified Engineers, Able To Work In Lower Shabelle Contract Period 90 Calendar Days; 6-Month Defects Liability Period How To Submit Two Sealed Envelopes (A: Technical And Administrative; B: Financial) In One Outer Envelope, With One Original And One Copy Evaluation Compliance And Qualification (Pass/Fail); Technical Score At Least 70/100; Lowest Evaluated Price Among Qualified Tenders Deadline Sunday 25 October 2026, 12:00 Noon Eat. Late Tenders Will Be Rejected Questions In Writing Only, By 19 October 2026 (Annex B Form) Tender Link : Https://Somalijobs.Com/Tenders
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