Tender For Civil Work-Improvement Of Boundary Wall Of Municipal Je Store In Y Block Ward No. 42 M-Ii/Rohini Zone., Dsr 2018 And Approved Items, rohini-Delhi

Tender For Civil Work-Improvement Of Boundary Wall Of Municipal Je Store In Y Block Ward No. 42 M-Ii / Rohini Zone., Dsr 2018 And Approved Items; 1 Imp. Of Boundary Wall 2 15.7.4:Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge.In Cement Mortar 3 15.2.1:Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In-Charge.Nominal Concrete 1:3:6 Or Richer Mix ( I / C Equivalent Design Mix ) 4 2.8.1:Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil 5 4.1.10:Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 6 6.1.2:Brick Work With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In:Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 7 4.10:Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 12.5Mm Nominal Size Derived From Natural Sources ) 8 4.13:Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Apiece Of Cloth Lightly Soaked In Kerosene Oil 9 6.4.2:Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In:Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 10 10.25.2:Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 11 13.4.2:12 Mm Cement Plaster Of Mix:1:6 ( 1 Cement : 6 Coarse Sand ) 12 16.64:Providing And Laying 75 Mm Thick Compacted Bed Of Dry Brick Aggregate Of 40 Mm Thick Nominal Size Including Spreading, Well Ramming, Consolidating And Grouting With Jamuna Sand, Including Finishing Smooth Etc.Complete As Per Direction Of Engineer-In- Charge. 13 4.1.3:Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 14 110.9.1:24Mm Thick Washed Marble Chips Plaster On Exterior Walls Of Height Up To 10 M Above Ground Level In Two Layers Under Layer 12 Mm Cement Plaster 1:4 ( 1 Cement: 4 Coarse Sand ) Furrowing The Under Layer With Scratching Tool, Applying Cement Slurry On The Under Layer @ 2 Kg Of Cement / Sqm, Top Layer 12Mm Thick Cement Marble Chips Plaster 4:7 ( 4 Cement : 7Marble Chips 4Mm Size Of Required Colour ) In Panel With Grooves All Around As Per Approved Pattern Including Scrubbing And Washing The Top Layer With Brushes And Water To Expose The Marble Chips Complete As Per Specifications And Directions Of Engineer In Charge ( Payment For Providing Groove Shall Be Made For Separatelyusing Ordinary Cement In Top Layer 15 13.76:Forming Groove Of Uniform Size From 12X12 Mm And Upto 25 X 15 Mm In The Top Layer Of Washed Stone Grit Plastered Surface As Per Approved Pattern, Including Providing And Fixing Aluminum Channels Of Appropriate Size And Thickness ( Not Less Than 2 Mm ) , Nailed To The Under Layer With Rust Proof Screws And Nails And Finishing The Groove Complete As Per Specifications And Direction Of The Engineer -In-Charge. 16 110.19:Providing And Fixing Uv Resistant Multiwalled ( Twin Walled ) 8 Mm Thick Translucent, Clear Or Pigmented Polycarbonate Sheet Roofing Conforming To Is 14443: 1997 On Steel Structure With 50 Micron Polyster Powder Coated Approved Alcox Aluminium Section At The Joints Spaced @ 1.0 M To 1.20 M C / C As Approved By Engineer-In-Charge And Weather Proof Neoprin / Epdm Rubber Gasket To Make The Whole Structure Waterproof Fixed With Self Drilling Screws 50 Mm Long With Neoprin Washers At Least 15 Cm Centre To Centre Or At Designed Spacing Including Bending Of Polycarbonate Sheet And Alcox Section To The Required Curvature And Applying Silicon Sealant To Seal The Joints And Fixing Aluminium U-Section Of Required Section To The Edges Of The Sheet For Protecting It From Breakage Etc. With 20 Mm Long Self Drilling Screws With Neoprin Washers At Least 15 Cm C / C And Neoprin / Epdm Rubber Gasket Complete As Per Direction Of Engineer-In-Charge. ( Steel Structure And Aluminium Sections To Be Paid For Separately ) 17 13.61.1:Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 18 16.53:Providing And Fixing Concertina Coil Fencing With Punched Tape Concertina Coil 600 Mm Dia 10 Metre Openable Length ( Total Length 90 M ) , Having 50 Nos Rounds Per 6 Metre Length, Upto 3 M Height Of Wall With Existing Angle Iron Y Shaped Placed 2.4 M Or 3.00 Apart And With 9 Horizontal R.B.T. Reinforced Barbed Wire, Stud Tied With G.I. Staples And G.I. Clips To Retain Horizontal, Including Necessary Bolts Or G.I. Barbed Wire Tied To Angel Iron, All Complete As Per Direction Of Engineer- In-Charge, With Reinforced Barbed Tape ( R.B.T. ) / Spring Core ( 2.5 Mm Thick ) Wire Of High Tensile Strength Of 165 Kg / Sq Mm With Tape ( 0.52 Mm Thick ) And Weight 43.478 Gm / Metre ( Cost Of M.S. Angle, C.C. Blocks Shall Be Paid Separately ) 19 1.1.1_14:Disposal Of Materials By Mechanical Transportincluding Loading , Unloading And Stacking Lime , Moorum, Buildingrubbish For Lead 14 Km

INR 590 /-

INR 8000.0 /-

INR 3.98 Lakhs /-