Various Civil Works At Nccs Campus The Scope Of The Work Involves Carrying Out Various Civil Works At Nccs Campus, Pune, Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-Incharge. Sq.M. 28.600 94.05 2, 689.830 Cpwd 16.83 2 Taking Out Existing Kerb Stones Of All Types From Footpath / Central Verge, Including Removal Of Mortar Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-Incharge. Metre 52 28.05 1, 458.600 Cpwd 16.82 3 Demolishing Stone Rubble Masonry 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 Cu.M. 2.61 1754.30 4, 578.723 Cpwd 15.9.2 4 Making The Opening In Brick Masonry Including Dismantling In Floor Or Walls By Cutting Masonry And Making Good The Damages To Walls, Flooring And Jambs Complete, To Match Existing Surface I / C Disposal Of Mulba / Rubbish To The Nearest Municipal Dumping Ground, All Complete As Per Direction Of Engineer-In-Charge. For Door / Window / Clerestory Window Sq.M. 4 932.45 3, 729.800 Cpwd 14.4.1 5 Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As 10 Sqm On Plan Including Getting Out And Disposal Of Excavated Earth Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In- Charge: All Kinds Of Soil Sq.M. 632.750 92.55 58, 561.013 Cpwd 2.1.1 6 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 Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. Cu.M. 38.210 252.3 9, 640.38 Cpwd 2.8.1 7 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Cu.M. 4.866 6259.10 30, 456.781 Cpwd 4.1.5 8 75 Mm Thick Back Filling For Pitching Including Supplying Of Required Materials And Consolidation Etc. Complete With : Moorum Sq.M. 764.835 73.90 56, 521.307 Cpwd 16.74.1 9 Supplying, Filling, Spreading & Leveling Coarse Sand Of Size Range 1.5 Mm To 2 Mm In Recharge Pit, In Required Thickness Over Gravel Layer, For All Leads & Lifts, All Complete As Per Direction Of Engineer -In Charge. Cu.M. 3.813 1326.55 5, 058.135 Cpwd 23.7 10 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size / Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding / Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Eic. 60Mm Thick Cement Concrete Paver Block Of M-35 Grade With Approved Colour, Design & Pattern. Sq.M. 632.750 884.75 5, 59, 825.563 Cpwd 16.91.1 Commercial Bid Name Of The Work : V Arious Civil Works At Nccs Campus 11 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 : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Cu.M. 0.740 6788.6 5, 023.564 Cpwd 4.1.3 12 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: 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Cu.M. 4.258 8554.5 36, 425.061 Cpwd 4.2.3 13 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 1:4 ( 1 Cement : 4 Coarse Sand ) Cu.M. 24.563 7809.25 1, 91, 818.608 Cpwd 6.4.1 14 18 Mm Cement Plaster In Two Coats Under Layer 12 Mm Thick Cement Plaster 1:5 ( 1 Cement : 5 Coarse Sand ) Finished With A Top Layer 6 Mm Thick Cement Plaster 1:6 ( 1 Cement : 6 Fine Sand ) . Sq.M. 217.770 399.3 86, 955.561 Cpwd 13.11 15 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Etc. Complete. Granite Of Any Colour And Shade Area Of Slab Upto 0.50 Sqm Sq.M. 3.110 4217.35 13, 115.959 Cpwd 8.2.2.1 16 Extra For Fixing Marble / Granite Stone, Over And Above Corresponding Basic Item, In Facia And Drops Of Width Upto 150 Mm With Epoxy Resin Based Adhesive, Including Cleaning Etc. Complete. Metre 13.400 434.25 5, 818.950 Cpwd 8.4 17 Providing And Fixing To Existing Door Frames. 30 Mm Thick Fiberglass Reinforced Plastic ( F.R.P. ) Flush Door Shutter In Different Plain And Wood Finish Made With Fire Retardant Grade Unsaturated Polyester Resin, Moulded To 3 Mm Thick Frp Laminate All Around, With Suitable Wooden Blocks Inside At Required Places For Fixing Of Fittings And Polyurethane Foam ( Puf ) / Polystyrene Foam To Be Used As Filler Material Throughout The Hollow Panel, Casted Monolithically With Testing Parameters Of F.R.P. Laminate Conforming To Table - 3 Of Is: 14856, Complete As Per Direction Of Engineer-In-Charge. Sq.M. 3.750 3931.95 14, 744.813 Cpwd 9.122.2 18 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 Kg. 1947.879 131 2, 55, 172.149 Cpwd 10.25.2 19 Steel Work In Built Up Tubular ( Round, Square Or Rectangular Hollow Tubes Etc. ) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. Kg. Hot Finished Welded Type Tubes 334.872 143.45 48, 037.388 Cpwd 10.16.1 20 Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. Kg. 17.660 101.75 1, 796.905 Cpwd 10.2 21 Providing And Fixing Bolts Including Nuts And Washers Complete. : Various Civil Works At Nccs Campus 22 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. Kg 4.320 83.5 360.720 Cpwd 5.22.6 23 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Foundations, Footings, Bases Of Columns, Etc. Sq.M. 0.160 284.85 45.576 Cpwd 5.9.1 24 Providing & Fixing Precoated Galvanised Iron Profile Sheets 0.50 Mm. The Sheet Shall Be Fixed Using Self Drilling / Self Tapping Screws Of Size ( 5.5X 55 Mm ) With Epdm Seal, Complete Upto Any Pitch In Horizontal / Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. Sq.M. 18.060 627.55 11, 333.553 Cpwd 12.50 25 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm ( + 0.05 % ) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling / Self Tapping Screws Complete : North Light Curves Metre 1.600 443.05 708.880 Cpwd 12.51.3 26 Painting With Synthetic Enamel Paint Of Asian, Nerolac Or Berger Make Of Approved Shade To Give An Even Shade Two Or More Coats On New Work Sq.M. 75.000 121.55 9, 116.250 Cpwd 13.61 27 Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete : 300X16 Mm Each 2.000 183.3 366.600 Cpwd 9.62.1 28 Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc. Complete : 125 Mm Each 2.000 34.85 69.700 Cpwd 9.66.1 29 Providing And Fixing Isi Marked Oxidised M.S. Pressed Butt Hinges With Necessary Screws Etc. Complete. 125X65x2.12 Mm Each 3.000 45.95 137.850 Cpwd 9.57.1 30 Disposal Of Moorum / Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Material By Mechanical Transport Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground For Lead Upto 10 Km For All Lifts, Complete As Per Directions Of Engineer-In-Charge. Cu.M. 72.43 284.60 20, 613.578 Cpwd 1.1.18 31 Dismantling Roofing Including Ridges, Hips, Valleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of: G.S. Sheet Sq.M. 97.61 121.90 11, 898.659 Cpwd 15.28.1 32 Providing And Fixing Colour Coated Zincalume ( R ) Az150 ( Min 150 Gms / Sq.Mt. Total On Each Side ) Profiled Sheets For Roofing. The Feed Material Is Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness ( Bmt ) ( 0.5 Mm Tct ) , Hi-Strength Steel With Min.550 Mpa Yield Strength, Metallic Hot Dip Coated With Aluminium-Zinc Alloy ( 55% Aluminium 43.4% Zinc 1.6% Silicon ) With Colorbond ( R ) Steel Quality Super Durable Polyester Paint Coat ( With Inorganic Pigment ) . The Paint Shall Have A Total Coating Thickness Of Nominal 35 Um, Comprising Of Nominal 25 Um Exterior Coat On Top Surface And Nominal 10 Um Reverse Coat On Back Surface. Profile Sheet Shall Have Nom. 950- 1050 Mm Effective Cover Width And Nominal 25-30 Mm Deep Ribs With Subtle Square Fluting In The Five Pan At Nominal 180- 250 Mm Center-To-Center. The End Rib Shall Be Designed For Anti-Capillary Groove. & Return Leg. The Feed Material Should Have Coil Manufacturers Product Details Marked A Regular Interval. Including Fasteners With Min. Fastened With Min. 25 Um Zinc-Tin Alloy Coated, Hex Head, Self-Drilling Screw Etc. Complete. ( Weight Of Profile 4.52 Kg / Sqm ) Etc
