Tender Result - Tender For Mp-Lads-2022-23 Unni Smaraka Vayanasala Kothamukku -Veliyankode Panchayath -General Civil Work- 1 Unni Smaraka Vayanasala 2 2.32:Clearing Grass And Removal Of The Rubbish Up To A Distance Of 50 M Outside The Periphery Of The Area Cleared. 3 15.3:Demolishing R.C.C. Work Manually / By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material With In 50 Metres Lead As Per Direction Of Engineer -In-Charge. 4 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 5 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 6 4.1.8:Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) 7 7.1.1:Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) Up To Plinth Level With:Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) 8 2.25:Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. 9 5.9.1:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Foundations, Footings, Bases Of Columns, Etc For Mass Concrete 10 5.1.2:Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level:1:1:5:3 (1 Cement 1.5 Coarse Sand :3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) 11 5.9.5:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers 12 5.9.6:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts And Struts 13 5.9.3:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 14 5.9.16.1:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Edges Of Slabs And Breaks In Floors And Wallsunder 20 Cm Wide 15 5.9.7:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Stairs, (Excluding Landings ) Except Spiral - Staircases) 16 5.9.19:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Weather Shade, Chajjas, Corbels Etc., Including Edges 17 5.2.2:Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Up Tot Floor Five Level Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) 18 5.3:Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs, Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Up To Floor Five Level Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone Iii) Derived From Natural Sources: 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). 19 5.22.6:Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Levelthermo - Mechanically Treated Bars Of Grade Fe-500D Or More 20 5.22A.6:Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level.Thermo - Mechanically Treated Bars Of Grade Fe-500D Or More 21 50.6.1.5:Solid Block Masonry Using Pre Cast Solid Blocks ( Factory Made) Of Size 30X20X20Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Up To Floor Two Level Thickness 20Cm And Above In: Cm 1:6 ( 1 Cement : 6 Coarse Sand) Etc Complete 22 50.6.2.1:Solid Block Masonry Using Pre Cast Solid Blocks (Factory Made) Of Size 30X20X15 Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Foundation And Plinth With Thickness 15Cm In: Cm 1:6 ( 1 Cement :6 Coarse Sand) Etc Complete 23 13.1.2:12 Mm Cement Plaster Of Mix:1:6 (1 Cement : 6 Fine Sand). 24 13.16.1:6 Mm Cement Plaster Of Mix:1:3 ( 1 Cement : 3 Fine Sand) 25 13.43.1:Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface:Water Thinnable Cement Primer 26 13.46.1:Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade:New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sqm) 27 13.60.1:Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 28 13.98.1:Wall Painting With Plastic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade:One Or More Coats On Old Work 29 11.41.2:Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4(1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 600 X 600 Mm. 30 11.38:Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer), Of Ist Quality Conforming To Is : 15622, Of Approved Make, In All Colours, Shades, Except White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand), Including Pointing The Joints With White Cement And Matching Pigments Etc., Complete. 31 8.31:Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In- Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 32 10.28:Providing And Fixing Stainless Steel (Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.) 33 13.62.1:Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade:Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture . 34 50.6.3.2:Solid Block Masonry Using Pre Cast Solid Blocks (Factory Made) Of Size 40X20X10 Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Up To Floor Two Level For 10 Cm Thick Wall In : Cm 1:6 ( 1 Cement : 6 Coarse Sand) Including Cost Of Scaffolding Complete 35 51.19.St1:Supplying And Installing Ready Made Pvc Septic Tank Including The Cost Of Carriage, Trenching, Placing At The Level Below Ground Level As Specified As Per The Direction Of Engineer In Charge (Provision For Cc/Rcc/Sand/06Mm Aggregate For The Preparation Of Bed Shall Be Paid Separately) 1. Below 15 Flush Capacity 36 19.33:Constructing Soak Pit 1.20X1.20 M Filled With Brickbats Including S.W. Drain Pipe 100 Mm Diameter And 1.20 M Long Complete As Per Standard Design. 37 18.48:Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank :Isi 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank.
Tender Detail
11187500
Rural Development Department
Tender For Mp-Lads-2022-23 Unni Smaraka Vayanasala Kothamukku -Veliyankode Panchayath -General Civil Work- 1 Unni Smaraka Vayanasala 2 2.32:Clearing Grass And Removal Of The Rubbish Up To A Distance Of 50 M Outside The Periphery Of The Area Cleared. 3 15.3:Demolishing R.C.C. Work Manually / By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material With In 50 Metres Lead As Per Direction Of Engineer -In-Charge. 4 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 5 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 6 4.1.8:Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) 7 7.1.1:Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) Up To Plinth Level With:Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) 8 2.25:Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. 9 5.9.1:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Foundations, Footings, Bases Of Columns, Etc For Mass Concrete 10 5.1.2:Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level:1:1:5:3 (1 Cement 1.5 Coarse Sand :3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) 11 5.9.5:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers 12 5.9.6:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts And Struts 13 5.9.3:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 14 5.9.16.1:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Edges Of Slabs And Breaks In Floors And Wallsunder 20 Cm Wide 15 5.9.7:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Stairs, (Excluding Landings ) Except Spiral - Staircases) 16 5.9.19:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Weather Shade, Chajjas, Corbels Etc., Including Edges 17 5.2.2:Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Up Tot Floor Five Level Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) 18 5.3:Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs, Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Up To Floor Five Level Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone Iii) Derived From Natural Sources: 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). 19 5.22.6:Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Levelthermo - Mechanically Treated Bars Of Grade Fe-500D Or More 20 5.22A.6:Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level.Thermo - Mechanically Treated Bars Of Grade Fe-500D Or More 21 50.6.1.5:Solid Block Masonry Using Pre Cast Solid Blocks ( Factory Made) Of Size 30X20X20Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Up To Floor Two Level Thickness 20Cm And Above In: Cm 1:6 ( 1 Cement : 6 Coarse Sand) Etc Complete 22 50.6.2.1:Solid Block Masonry Using Pre Cast Solid Blocks (Factory Made) Of Size 30X20X15 Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Foundation And Plinth With Thickness 15Cm In: Cm 1:6 ( 1 Cement :6 Coarse Sand) Etc Complete 23 13.1.2:12 Mm Cement Plaster Of Mix:1:6 (1 Cement : 6 Fine Sand). 24 13.16.1:6 Mm Cement Plaster Of Mix:1:3 ( 1 Cement : 3 Fine Sand) 25 13.43.1:Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface:Water Thinnable Cement Primer 26 13.46.1:Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade:New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sqm) 27 13.60.1:Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 28 13.98.1:Wall Painting With Plastic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade:One Or More Coats On Old Work 29 11.41.2:Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4(1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 600 X 600 Mm. 30 11.38:Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer), Of Ist Quality Conforming To Is : 15622, Of Approved Make, In All Colours, Shades, Except White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand), Including Pointing The Joints With White Cement And Matching Pigments Etc., Complete. 31 8.31:Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In- Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 32 10.28:Providing And Fixing Stainless Steel (Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.) 33 13.62.1:Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade:Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture . 34 50.6.3.2:Solid Block Masonry Using Pre Cast Solid Blocks (Factory Made) Of Size 40X20X10 Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Up To Floor Two Level For 10 Cm Thick Wall In : Cm 1:6 ( 1 Cement : 6 Coarse Sand) Including Cost Of Scaffolding Complete 35 51.19.St1:Supplying And Installing Ready Made Pvc Septic Tank Including The Cost Of Carriage, Trenching, Placing At The Level Below Ground Level As Specified As Per The Direction Of Engineer In Charge (Provision For Cc/Rcc/Sand/06Mm Aggregate For The Preparation Of Bed Shall Be Paid Separately) 1. Below 15 Flush Capacity 36 19.33:Constructing Soak Pit 1.20X1.20 M Filled With Brickbats Including S.W. Drain Pipe 100 Mm Diameter And 1.20 M Long Complete As Per Standard Design. 37 18.48:Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank :Isi 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank.
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