Tender For Civil Work - Repairing Of Maternity Home Welcome, Seelampur By Pdg Rcc Item In Ward No C-39E / 224 Shahdara North Zone-., Dsr 2018 And Approved Items ; 1 Repairing Of Maternity Home Welcome Seelampur By Pdg Rcc Item In Ward No C-39E / 224 Shahdara North Zone 2 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 ) 3 15.56:Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Metres Lead. 4 2.6.1:Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge.All Kinds Of Soil 5 13.8.1:15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Finished With A Floating Coat Of Neat Cement Of Mix:1:3 ( 1 Cement : 3 Fine Sand ) 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 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 ) 8 13.72:Washed Stone Grit Plaster On Exterior Walls Height Upto 10 Metre 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 Per Square Metre, Top Layer 15 Mm Cement Plaster 1:1 / 2:2 ( 1 Cement : 1 / 2 Coarse Sand : 2 Stone Chipping 10 Mm Nominal Size ) , In Panels With Groove All Around As Per Approved Pattern Including Scrubbing And Washing The Top Layer With Brushes And Water To Expose The Stone Chippings, Complete As Per Specification And Direction Of Engineer-In-Charge ( Payment For Providing Grooves Shall Be Made Separately ) . 9 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 10 13.39.2:Colour Washing Such As Green, Blue Or Buff To Give An Even Shade:New Work ( Two Or More Coats ) With A Base Coat Of Whiting 11 13.62.1:Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Givean Even Shade:Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture . 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 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 ) 15 12.15.1:Painting Top Of Roofs With Bitumen Of Approved Quality @ 17Kg Per 10 Sqm Impregnated With A Coat Of Coarse Sand At 60 Cudm Per 10 Sqm, Including Cleaning The Slab Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil Complete :With Residual Type Petroleum Bitumen Of Grade Vg -10 16 12.19.1:Providing And Laying Brick Tiles Over Mumty Roofs Grouted With Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement, Over 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat:With Common Burnt Clay F.P.S. ( Non Modular ) Brick Tiles Class Designation 10 17 12.22:Making Khurras 45X45 With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand: 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 Mx1 Mx400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) And A Coat Of Near Cement, Rounding The Edges, Making And Finishing The Outlet Complete. 18 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 EngineerIn-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. 19 11.37:Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm ( Thickness To Be Specified By The Manufacturer ) Of 1St Quality Conforming To Is : 15622 Of Approved Make In Colours Such As White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sqm Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete. 20 10.5.1:Providing And Fixing 1 Mm Thick M.S. Sheet Door With Frame Of 40X40x6 Mm Angle Iron And 3 Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer.Using M.S. Angels 40X40x6 Mm For Diagonal Braces 21 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. 22 9.21.1:Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 ( Part I ) Non- Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws 23 12.41.2:Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes.110 Mm Diameter 24 12.42.1.2:Providing And Fixing On Wall Face Unplasticised- Pvc Moulded Fittings / Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansioncoupler110 Mm 25 12.42.5.2:Providing And Fixing On Wall Face Unplasticised- Pvc Moulded Fittings / Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansionbend 87.5<Sup>0< / Sup>110 Mm Bend 26 13.41.1:Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade:New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer 27 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 ) 28 21.12.1:Providing And Fixing Aluminium Tubular Handle Bar 32 Mm Outer Dia, 3.0Mm Thick & 2100 Mm Long With S.S. Screws Etc. Complete As Per Direction Of Engineer -In-Charge.Anodized ( Ac 15 ) Aluminium Tubular Handle Bar 29 21.17:Providing And Fixing Anodised Aluminium Grill ( Anodised Transparent Or Dyed To Required Shade According To Is : 1868 With Minimum Anodic Coating Of Grade Ac 15 ) Of Approved Design / Pattern, With Approved Standard Section And Fixed To The Existing Window Frame With C.P Brass / Stainless Steel Screws @ 200 Mm Centre To Centre, Including Cutting The Grill To Proper Opening Size For Fixing And Operation Of Handles And Fixing Approved Anodised Aluminium Standard Section Around The Opening, All Complete As Per Requirement And Direction Of Engineer-In-Charge. ( Only Weight Of Grill To Be Measured For Payment ) . 30 12.47.2:Providing & Fixing Uv Stabilised Fibre Glass Reinforced Plastic Sheet Rooting Up To Any Pitch, Including Fixing With Polymer Coated J Or L Hooks, Bolts & Nuts 8 Mm Dia G.I Plain / Bitumen Washers Complete But Excluding The Cost Of Purlins, Rafters, Trusses Etc. The Sheets Shall Be Manufactured Out Of 2400 Tex Panel Rovings Incorporating Minimum 0.3% Ultra-Violet Stabiliser In Resin System Under Approxirnately 2400 Psi And Hot Cured.They Shall Be Of Uniform Pigmentation And Thickness Without Air Pockets And Shall Conform To Is 10192 And Is 12866. The Sheets Shall Be Opaque Or Translucent, Clear Or Pigmented, Textured Or Smooth As Specified.2 Mm Thick Flat 31 4.11:Providing And Laying Damp-Proof Course 50Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20Mm Nominal Size Derived From Natural Sources ) . 32 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 33 4.2.2:Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls ( Any Thickness ) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets, Sunken Floor, Etc. Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering And Finishing:1:1½:3 ( 1 Cement : 1½ Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 34 4.3.3:Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For:Columns, Piers, Abutments, Pillars, Posts And Struts 35 1.1.11_09:Disposal Of Materials By Mechanical Transportincluding Loading , Unloading And Stacking :Lead For9 Km :Steel
