Quotation Are Invited For Construction And Repairing Work Of Schools In Helmand Province

Quotation Are Invited For Construction And Repairing Work Of Schools In Helmand Province A1 1 Excavation 47.94 M3 (All Types Of Soil Including Disposal Of Surplus Material Up To A Maximum Distance Of 500 M Or As Directed By The Site Engineer.) A2 2 Pcc (Plain Cement Concrete)- (1:2:4) 18.39 M3 Supplying, Placing, Compacting And Curing Of Pcc (1:2:4), Including Formworks All As Per Relevant Drawings, Specification And To The Complete Satisfaction Of The Site Engineer. The Cement Should Be Fresh The Sandy Gravel (10-20Mm) Graded Sandy Gravel Should Be Clean From Dust Soil And Organic Materials And Approved By Engineer, Before Starting The Practical Work All The Construction Materials Should Be Approved By Lkro, Ped And Unicef Engineers, A3 3 Metal Windows Installation (New ) 0.50 M2 Provision And Installation Of Complete Metal Windows For Latrine (W: 0.60M, H: 0.60M) With Screen Mesh, Glasses, Anti Rust, 2 Coat Oil Pain With All Required Works Such As 2.5 Inchers Hinges, Best Quality Hardware And Required Works, Note: Submittals Are Required Primarily For The Engineer To Verify That The Correct Products And Quantities Will Be Installed On The Project All The Construction Materials Should Be Approved By Lkro, Ped And Unicef Engineers,) (Square Pipe 14Kg/6M), (Frame 40Mm X 80Mm X 2Mm) Inner Z Frame (40Mm X 40Mm X 2Mm) (20Mm X 20Mm) A4 4 Metal Doors Installation (New) 4.14 M2 Provision And Installation Of New Metal Doors,18 Gage Iron Sheet For The Latrine (W=0.75 M, H=1.90 M) With All Required Works, Antirust And 2 Coat Oil Paint. Installation Of Barrel Bolt Lock (High Quality) Installation Of Glasses With All Required Works (20-25%) Of Total Area Of Door, 3.8 Inch Hinges And Required Works, Note: Submittals Are Required Primarily For The Engineer To Verify That The Correct Products And Quantities Will Be Installed On The Project All The Construction Materials Should Be Approved By Lkro, And Unicef Engineers,) ( Square Pipe 14Kg/6M), (Frame 40Mm X 80Mm X 2Mm) Inner Frame (40Mm X 40Mm X 2Mm) (20Mm X 20Mm) A5 5 Providing And Laying Brick Masonry With Cement Sand Mortar 1:4 As Per Relevant Drawings, Specifications . The Compressive Strength Of Brick Shall Not Be Less Than M10 And Water Absorption Shall Not Be More Than 20 %. 58.02 M3 The Size Of The Brick Should Be 21X11x7 Cm. The Bricks Should Be Well-Burnt And Should Have Proper Yellow Color. The Bricks Should Have Plane Rectangular Faces With Parallel Sizes And Right Angle Edges. The Brick Should Not Break When Dropped From Height Of Minimum 1 Meter. Mortar Shall Be Specified And Materials Of Mortar Shall Be Of Standard Specifications. Cement Shall Be Fresh Portland Cement. Sand Shall Be Sharp, Clean And Free From Organic And Foreign Matters. Proportion Of Cement Sand Mortar May Be Of 1:5 As Specified Materials Of Mortar Shall Be Measured To Have The Required Proportion With Measuring Box. Materials Shall Be First Mixed Dry To Have A Uniform Color In A Clean Masonry Platform, The Brick Work Shall Be Kept Wet For A Period Of At Least 10 Days After Laying. Note: Submittals Are Required Primarily For The Engineer To Verify That The Correct Products And Quantities Will Be Installed On The Project All The Construction Materials Should Be Approved By Lkro, Ped And Unicef Engineers A6 6 Stone Masonry (1:5) 81.36 M3 Materials For Stone Masonry (1:5) With 40 % Mortar Content: Providing And Laying Random Rubble Stone Masonry With Cement Sand Mortar 1:4 As Per Relevant Drawings, Specifications And The Mortar Layer Thickness Should Not Less Than 3 Cm Or Complete Satisfaction Of The Site Engineer. The Stones Shall Be Laid By Hand With Specified Mix Of Mortar In Between Two Stones And A 12 Cm Layer Of Mortar On The Bottom Of The New Layer. The Compressive Strength Of Mortar Shall Not Be Less Than M10 Otherwise Approved By The Engineer. Sand For Mortar Used In The Construction Of Stone Masonry For Walls, Lining, Paving Etc. Should Be Furnished By The Contractor In Accordance With The Provision Of And In Complete Conformity With The Stipulations And Requirements For Sand Specified. Water: The Water Used For The Preparation Of Mortar Is Free From Objectionable Quantities For Silt, Organic Matter, Alkali, Sulfates, And Other Salts And Other Impurities, And Will Be Subject To The Approval Of The Engineer. A7 7 Plastering (1:4) 483.95 M2 Providing, Applying And Curing At Least12 Mm Thick Cement Plaster With 1: 4 Cement Sand Mortar To The Complete Satisfaction Of The Site Engineer. A8 8 Steel I Beam For Roof Construction 15.50 M Steel I Beam For Roof Construction Steel I Beam (Weight 13.1 Kg/ M) (H=140Mm, W=73Mm, Tw=4.7Mm, Tf=6.9Mm ) (Surface Area 0.551 M2/M) A9 10 Burnt Bricks For Roof Construction 5.50 Pcs Provision Installation Of Burnt Bricks Tiles For Roof Construction (30 X 15) Cm As Per Attached Specifications A10 11 Handwashing-Stand Installation 1.00 L.S Lkro Engineering Section , Project Title: 1 - Copy - Copy 4/2/2023 Page 2 Installation Of Complete Hand Washing Station As Per Dwg And Specification, Installation Of 1M3 High Quality Plastic Water Tank Will, Construction Of 1.2X1.2 M Water Tank Foundation With All Related Works, Making Of Setting Place (Brick Masonry Wall) Installation And Fitting Of Best Quality Pprc Pipe For Handwashing-Stand (Dia. 1In And 1/2 In) With Steel Water Taps, Etc. The Contractor Will Consider And Estimate All Related Components Which Are Needed For Activity Accomplishment A11 12 Rcc (M:200) Precast Slab For Latrine Cover 2.00 Num Rcc Precast Latrine Slab Of Concrete At Least 120 Cm Above Ground, Preferably Covered When Not In Use Size (120X120x 10) Cm A14 13 Entrance Main And Small Gate 10.63 M2 Provision And Installation With All Required Works Of Metal Main And Small Gate As Per Specification And Attached Moe Drawing (Submittals Are Required Primarily For The Engineer To Verify That The Correct Products And Quantities Will Be Installed On The Project All The Construction Materials Should Be Approved By Lkro, And Unicef Engineers,) A15 14 Signboard 1.20 M2 Sign Board: Supply And Installation Of Sign Board As Per Standard Drawing, Complete In All Respect Including Installation, Pedestal Etc. To The Complete Satisfaction Of The Site Engineer. A16 16 Gi And Pvc Pipe For 1.00 L.S Installation Of Gi Pipe & 4" Pvc Pipe Class Np With All Required Works As Per Specification And Attached Drawing Description: Invitation To Bid A Rfq Is Requested For The Above Mentioned Project Implemention In Helmand Province. Close Date: 2023-04-18 Tender Link : Http://Www.Acbar.Org/Site-Rfq/20864