Bids Are invited for Hiring Of Consultants - Milestone/Deliverable Based - Project Management; Project Management; No; Hybrid(As Specified In Scope Of Work) - Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width

Sharing tender

Bids Are invited for Hiring Of Consultants - Milestone/Deliverable Based - Project Management; Project Management; No; Hybrid(As Specified In Scope Of Work) - 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 Taking Out And Disposal Of Excavated Earth Within Site And Lift Upto 1.5 M, Disposed Soil To Be Levelled And Neatly Dressed As Directed By Engineer-In-Charge. Extra For Levelling And Neatly Dressing Of Disposed Soil Completely To Be Paid Separately As Per Item No. Mh1cn00600. , Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees & Saplings Of Girth Upto 30Cm Measured At A Height Of 1M Above Ground Level And Removal Of Rubbish Outside The Site And To An Unobjectionable Place. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5M In Width) Including Taking Out And Disposal Of Excavated Earth Within Or Outside Site To Unobjectionable Place/ Unloading To Approved Municipal Dumping Ground And Lift Upto 1.5M, As Directed By Engineer-In-Charge. Disposed Earth To Be Levelled And Neatly Dressed. Extra For Levelling & Neatly Dressing Of Disposed Soil Completely To Be Paid Separately As Per Item No. Mplcn00600. , I) All Kinds Of Soil Including Soft Rock, Slush Muddy / Marshy / Slushy Soil / Marine Clay , Ii) Ordinary Rock (Rqd 50% To 75%) , Extra For Every Additional Lift Of 1.5M Or Part Thereof In Excavation Or Banking Excavated Or Stacked Materials In All Kinds Of Soil , Extra For Every Additional Lift Of 1.5M Or Part Thereof In Excavation Or Banking Excavated Or Stacked Materials In Ordinary Or Hard Rock , Filling (Back Filling And Area Filling) Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Within Premises And Lift Upto 1.5M , Supply & Filling Of Local Earth (Including Royalty) By Mechanical Transport Also Including Ramming & Watering Of The Earth In Layers Not Exceeding 20Cm In Depth In Plot, Trenches, Plinth, Sides Of Foundations Etc. Complete , Supplying And Filling In Plinth With Sand Within Specified Grading Zone Of Fine Aggregates Specified In Table 3.1, Clause 3.1.3 Of Attached Specifications Under Floors, Etc. In Layers Not Exceeding 20Cm In Depth, Each Deposited Layer To Be Compacted By Ramming Including Watering, Consolidating And Dressing Complete. , Ii) Local Coarse Sand Within Grading Zone Ii/Iii , Iv) Manufactured Sand Within Grading Zone Ii/Iii , Dry Stone Pitching 22.5 Cm Thick Including Supply Of Stones And Preparing Surface Complete With Proper Compaction (With Stone Of Size 100Mm To 150Mm Size) As Approved By Eic. , Carriage Charge For Disposal Of Earth By Mechanical Means, Including Loading, Transporting, Stacking, Unloading To Approved Municipal Dumping Ground / Unobjectionable Place As Per Direction Of Engineer- In-Charge Beyond Iocl Premises For All Leads And Including All Lifts. , I) Distance Upto 1 Km , Ii) Distance > 1 Km< 3 Km , Iii) Distance > 3 Km< 5 Km , Iv) Distance > 5 Km< 10 Km , V) Distance > 10 Km< 20 Km , Vi) Additional Charges Per Km Beyond 20 Km Over Item Mh1cn02405 , Extra For Levelling & Neatly Dressing Of Disposed Soil Completely As Directed By Engineer In Charge , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding Cost Of Centering & Shuttering. All Work Up To Plinth Level: , I) 1:4:8(1 Cement :4 Coarse Sand :8 Graded Stone Aggregate Of 40Mm) , Iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded Stone Aggregate Of 20Mm) , Vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate Of 40Mm) , Providing And Laying D -Proof Course 40Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5Mm Nominal Size). Item Includes Providing & Mixing Water Proofing Material In Cement Concrete Work In Doses By Weight Of Cement As Per Manufacturers Specifications. Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On D Proof Course After Cleaning The Surface With Brushes & Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil , Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 (1 Cement :3 Coarse Sand : 6Graded Stone Aggregate 20Mm Nominal Size) Over 75Mm Bed By Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Necessary Excavation Levelling & Dressing & Finishing The Top Smooth , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : , I) Foundations,Footings,Bases Of Columns, Etc. For Mass Concrete , Ii) Walls (Any Thickness) Including Attached Pilasters, Buttress, Plinth And String Courses Etc. , Iii) Suspended Floors,Roofs,Landings,Balconies, Access Platform And Shelves (Cast In Situ) , Iv) Lintels, Beams Plinth Beams,Girders Bressumers And Cantilevers , V) Columns, Pillars, Piers, Abutments, Posts And Struts. , Supply Of Steel Reinforcement For R.C.C. Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete At All Levels , Ii) Thermo Mechanically Treated Bars Of Fe- 500D Grade Or More, Conforming To Is1786 , Providing And Laying In Position, Machine Batched & Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. Including Admixtures In Recommended Proportions As Per Is 9109 To Accelerate, Retard Setting Of Concrete,Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge. (Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Less Cement Used As Per Design Mix (If Any) Will Be Recoverable Separately. No Extra Payment Against Extra Cement If Used Shall Be Payable. , I) M-25 Grade Reinforced Cement Concrete Up To Plinth Level , Ii) M-25 Grade Reinforced Cement Concrete Above Plinth & Up To Floor 5 Level , Providing And Laying In Position Ready Mixed M-25 Grade Concrete For Reinforced Cement Concrete Work Using Cement Content As Per Approved Design Mix Manufactured In Fully Automatic Batching Plant & Transported To Site Of Work In Transit Mixer For All Leads Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing & Reinforcement Including Cost Of Admixtures In Recommended Proportions As Per Is:9109 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength & Durability As Per Direction Of Engineer-In-Charge (Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Less Cement Used As Per Design Mix (If Any) Will Be Recoverable Separately. No Extra Payment Against Extra Cement If Used Shall Be Payable. , I) M25 Rmc For All Works Up To Plinth Level , Ii) M25 Rmc For All Works Above Plinth Upto Floor 5 Level , Providing And Laying Brick Work With Common Burnt Clay F.P.S (Non Modular) Bricks Of Class Designation 7.5: , I) Brick Work In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) In Foundation And Plinth , Ii) Brick Work In Cement Mortar 1:6 (1 Cement: 6 Coarse Sand ) In Foundation And Plinth , Iv) Brick Work In Cement Mortar 1:6 (1 Cement: 6 Coarse Sand) In Superstructure In All Shapes & Sizes In Superstructure Above Plinth & Up To Floor V Level , Providing And Laying Cement Plaster On Surfaces In Two Coats Including Curing Etc. , 18 Mm Cement Plaster In Two Coats Under Layer 12 Mm Thick Cement Plaster 1:5 (1 Cement: 5 Coarse Sand) And A Top Layer 6Mm Thick Cement Plaster 1:3 (1 Cement: 3 Coarse Sand) Finished Rough With Sponge. , Providing And Laying Cement Plaster On Surfaces With Fine Sand Including Curing Etc. , I) 12 Mm Cement Plaster Of Mix 1:4 (1 Cement: 4 Fine Sand) , Ii)12 Mm Cement Plaster Of Mix 1:6 (1 Cement: 6 Fine Sand) , Providing And Laying 6Mm Thick Cement Plaster On Surfaces With Fine Sand Including Curing Etc. , I) 6Mm Thick Plaster Of Mix 1:3 (1 Cement: 3 Fine Sand) , Providing Neat Cement Punning , Add For Plaster Drip Course/Groove In Plastered Surface Or Moulding To All Type Of Rcc Projections , Providing And Fixing 150 Mm Wide Chicken Wire Mesh Between Junctions Of Column/Beam And Walls, Fixed With U Nails 150 Mm Centre To Centre Before Plastering The Junction. , Forming Groove Of Uniform Size From 12X12mm And Upto 25X15mm In Plastered Surface As Per Approved Pattern Using Wooden Battens, Nailed To The Under Layer Including Removal Of Wooden Battens, Repairs To The Edges Of Plaster Panel And Finishing The Groove Complete As Per Specifications And Direction Of The Engineer-In-Charge. , Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Providing & Fixing Hand Rail Of Approved Size, Welding Etc. To Steel Ladder Railing,Balcony Railing & Staircase Railing And Similar Works Including Applying Priming Coat Of Approved Steel Primer. , I) M.S. Tube , Iii) G.I. Pipes , Structural Steel Work In Built Up Sections/ Framed Work In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works Including Cutting,Hoisting,Fixing In Position & Applying A Priming Coat Of Approved Steel Primer Etc. As Required. , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand Or Manufacture , Applying Priming Coat With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand & Manufacture On Steel Galvanised Iron/Steel Works , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete , Supply & Distempering With 1St Quality Acrylic Washable Distemper (Ready Mixed) Having Voc Content Less Than 50Gm/Ltr Of Approved Manufacturer, Of Required Shade And Colour Complete As Per Manufacturers Specification With 2 Or More Coats , Supply & Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : , Finishing Walls With Water Proofing Cement Paint Of Required Shade With Two Or More Coats Applied @ 3.84 Kg/10 Sqm. Note: Cost Also Includes The Supply & Application (Man Power And All Other Resources) , Providing And Laying Non-Pressure Np2 Class (Light Duty) R.C.C. Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement : 2 Fine Sand) Including Testing Of Joints Etc. Complete : Light Duty. , I) 100 Mm Dia. R.C.C. Pipe , Ii) 150 Mm Dia. R.C.C. Pipe , Iv) 300 Mm Dia. R.C.C. Pipe , Providing And Laying Non-Pressure Np3 Class (Medium Class) R.C.C. Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement : 2 Fine Sand) Including Testing Of Joints Etc.Complete , I) 600 Mm Dia. R.C.C. Pipe , Ii) 900 Mm Dia. R.C.C. Pipe , Supplying, Filling, Spreading & Levelling Stone Boulders Of Size Range 5 Cm To 20 Cm, In Weep Hole/ Pit, In The Required Thickness, For All Leads & Lifts, All Complete As Per Direction Of Engineer-In-Charge. , 52 Mm Thick Cement Concrete Flooring With Concrete Hardener Topping Under Layer 40 Mm Thick Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) And Top Layer 12 Mm Thick Cement Hardener Consisting Of Mix 1:2 (1 Cement Hardener Mix : 2 Graded Stone Aggregate 6 Mm Nominal Size) By Volume, Hardening Compound Is Mixed @2 Litre Per 50Kg Of Cement Or As Per Manufacturers Specifications. This Includes Cost Of Cement Slurry, 2 Mm Thick Pvc Strip At Desired Spacing, Cost Of Nosing In Steps Etc. Complete. , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement 3 Coarse Sand)Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs,Including Rubbing And Polishing Complete. , Providing & Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 (Minimum Thickness Of 5 Mm) 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. , Providing & Laying Ceramic Floor Tiles (Anti Skid) 300X300 Mm Or More (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is : 15622 Of Approved Make In Colours White, Ivory, Grey, Fume Red Brown, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Jointing With Grey Cement Slurry@ 3.3Kg/Sqm Including Pointing The Joints With White Cement And Matching Pigments Etc. Complete. , Providing & Laying Vitrified Floor Tile In Different Sizes (Thickness As Per Manufacturer) With Water Absorptions Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar As Specified With Coarse Sand Jointing With Grey Cement Slurry @ 3.3Kg/Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. Complete For Flooring/Skirting As Specified , I) Flooring With Size Of Tiles 60X60cm In Cement Mortar 1:4 , Iii) Skirting With Size Of Tiles 60X60cm In Cement Mortar 1:3 , Providing And Fixing 18Mm Thick Gang Saw Cut Mirror Polished Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Sills, Facias, Pump Island & Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding & Polishing To Edge To Give High Gloss Finish Etc. Complete At All Levels. , Ii) Raj Nagar Plain White Marble Or Udaipur Green Marble Or Zebra Black Marble, Cuddapa Stone Having Area Of Slab Over 0.50 Sqm , Iii) Granite Of Any Colour And Shade , Providing & Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc. By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : A) First Layer Of Slurry Of Cement @ 0.488 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg/Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. B) Second Layer Of Slurry Of Cement @ 0.242 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg/Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment & Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. , Providing And Fixing Heat Resistant Terrace Tiles (300 Mm X 300 Mm X 20 Mm) With Sri(Solar Refractive Index) > 78,Solar Reflection >0.70 & Initial Emittance >0.75 On Waterproof And Sloped Surface Of Terrace, Laid On 20 Mm Thick Cement Sand Mortar In The Ratio Of 1:4 (1 Cement : 4 Coarse Sand) And Grouting The Joints With Mix Of White Cement & Marble Powder In Ratio Of 1:1, Including Rubbing And Polishing Of The Surface Upto 3 Cuts Complete,Including Providing Skirting Upto 150Mm Height Along The Parapet Walls In The Same Manner. , Providing And Laying Roof Insulation With 40Mm Thick Impervious Sprayed, Closed Cell Free Rigid Polyurethane Foam Over Deck Insulation Conforming To Is - 12432 Pt. Iii (Density Of Foam Being 40-45 Kg/Cum),Over A Primer Applied @ 6-8 Sqm Per Litre,Laying Over A Coat Of Polyurethane 400 G Polythene Sheet Over Puf Spray And Providing A Wearing Course Of 40 Mm Thick Cement Screed 1: 2 : 4 (1 Cement : 2 Coarse Sand : 4 Stone Aggregate 20 Mm Nominal Size) In Chequered Rough Finish, In Panels Of 2.5 M X 2.5 M And Embedding With 24 G Wire Netting And Sealing The Joints With Polymerized Mastic, All Complete As Per Direction Of Engineer-In-Charge. , Providing And Laying App (Atactic Polypropylene Polymer) Modified Prefabricated Five Layer, 3Mm Thick Water Proofing Membrane, Black Finished Reinforced With Glass Fibre Matt Consisting Of A Coat Of Bitumen Primer For Bitumen Membrane @ 0.40 Ltr/Sqm. By The Same Membrane Manufactured Of Density At 25°C, 0.87 - 0.89 Kg/Ltr And Viscosity 70 - 160 Cps. Over The Primer Coat The Layer Of Membrane Shall Be Laid Using Butane Torch And Sealing All Joints Etc., And Preparing The Surface Complete. The Vital Physical And Chemical Parameters Of The Membrane Shall Be As Under : Joint Strength In Longitudinal And Transverse Direction At 23°C As 350/300 N/5Cm. Tear Strength In Longitudinal And Transverse Direction As 60/80N. Softening Point Of Membrane Not Less Than 150°C. Cold Flexibility Shall Be Upto - 2°C When Tested In Accordance With Astm, D - 5147. The Laying Of Membrane Shall Be Got Done Through The Authorised Applicator Of The Manufacturer Of Membrane : 3Mm Thick , Making Khurras 45X45 Cm 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 The P.V.C. Sheet 1Mx1mx400micron, Finished With 12Mm Cement Plaster 1:3 (1 Cement : 3 Coarse Sand) And A Coat Of Neat Cement Rounding The Edge Sand Making And Finishing The Outlet Complete. , Providing & Fixing M.S. Holder Bat Cl S Of Approved Design To C.I. Or S.C.I. Rain Water Pipes Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) And Cost Of Cutting Holes And Making Good The Walls Etc. : , I) 110 Mm Diameter , Providing And Fixing On Wall/Column 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, Single Socketed Pipes. , Ii) 110 Mm Diameter , Providing & 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 Expansion. , Ii) 110Mm Coupler , Providing & Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length Including Cutting Brick Work & Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. , Ii) 110 Mm , Providing And Fixing To The Inlet Mouth Of Rain Water Pipe Cast Iron Grating 15 Cm Diameter And Weighing Not Less Than 440 Grams. , Providing & Fixing At All Height False Ceiling Including Providing & Fixing Of Frame Work Made Of Special Sections Power Pressed From M.S. Sheets And Galvanised With Zinc Coating 120Gsm/Sqm As Per Is : 277 And Consisting Of Angle Cleats Of Size 25Mm Wide X 1.6Mm Thick With Flanges Of 27Mm And 37Mm At 1200Mm Centre To Centre, One Flange Fixed To The Ceiling With Dash Fastener 12.5Mm Dia X 50Mm Long With 6Mm Dia Bolts ,Other Flange Of Cleat Fixed To The Angle Hangers Of 25X10x0.5Mm Of Required Length, And With Nut And Bolts Of Required Size And Other End Of Angle Hanger Fixed With Intermediate G.I. Channels 45X15x 0.9Mm Running At The Spacing Of 1200Mm Centre To Centre To Which The Ceiling Section 0.5Mm Thick Bottom Wedge Of 80Mm With Tapered Flanges Of 26Mm Each Having Clips Of 10.5Mm At 450Mm Centre To Centre Shall Be Fixed In A Direction Perpendicular To G.I. Intermediate Channel With Connecting Clips Made Out Of 2.64Mm Diax230mm Long G.I. Wire At Every Junction Including Fixing The Perimeter Channels 0.5Mm Thick 27Mm High Having Flanges Of 20Mm & 30Mm Long, The Perimeter Of Ceiling Fixed To Wall Partition With The Help Of Rawl Plugs At 450Mm Centre To Centre With 25 Mm Long Drive-All Screws @ 230Mm Interval Including Jointing & Fixing Of Gypsum Board Of Ceiling Section & Perimeter Channel With The Help Of Dry Wall Screws Of Size 3.5X25mm At 230Mm Centre To Centre Including Jointing And Finishing To A Flush Finish Of Tapered & Square Edges Of The Board With Recommended Jointing Compoud. Jointing Tapes, Finishing With Jointing Compoud In 3 Layers Covering Upto 150 Mm On Both Sides Of Joint & 2 Coats Of Primer Suitable For Board, All As Per Manufacturer Specification And Also Including The Cost Of Making Openings For Light Fittings, Grills, Diffusers, Cut Outs Made With Frame Of Perimeter Channels Suitably Fixed, Complete As Per Drawing & Specification And Direction Of The Engineer In Charge But Excluding The Cost Of Painting With: , I) 12.5Mm Thick Tapered Edge Fire Resistant Gypsum Board Conforming To Is:2095- Part-I:2011 (Board With Bis Certification Marks) , Providing & Fixing 15Mm Thick Densified Tegular Edged Eco Friendly Light Weight Calcium Silicate False Ceiling Tiles Of Approved Texture Spintone/Cosmos / Hexa Or Equivalent) Of Size 595 X 595 Mm In True Horizontal Level Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanised Steel Sections (Galvanising @ 120 Grams Per Sqm Including Both Side) Consisting Of Main T Runner Suitably Spaced At Joints To Get Required Length And Of Size 24X38mm Made From 0.33Mm Thick (Minimum) Sheet, Spaced 1200Mm Centre To Centre, And Cross T Of Size 24X28mm Made Out Of 0.33Mm (Minimum) Sheet, 1200Mm Long Spaced Between Maint At 600Mm Centre To Centre To Form A Grid Of 1200X600mm And Secondary Cross T Of Length 600Mm And Size 24 X28mm Made Of 0.33Mm Thick (Minimum) Sheet To Be Inter Locked At Middle Of The 1200X 600Mm Panel To From Grid Of Size 600X600mm Resting On Periphery Walls / Partitions On Perimeter Wall Angle Pre- Coated Steel Of Size(24X24x3000mm Made Of 0.40Mm Thick (Minimum) Sheet With The Help Of Rawl Plugs At 450Mm Centre To Centre With 25Mm Long Dry Wall Screws @ 230Mm Interval And Laying 15Mm Thick Densified Edges Calcium Silicate Ceiling Tiles Of Approved Texture (Spintone/Cosmos/Hexa) In The Grid Including,Cutting/ Making Opening For Services Like Diffusers, Grills,Light Fittings, Fixtures, Smoke Detectors Etc., Wherever Required, Main T Runners To Be Suspended From Ceiling Using G.I. Slotted Cleats Of Size 25X35x1.6Mm Ceiling With 12.5 Mm Dia And 50Mm Long Dash Fasteners, 4Mm G.I. Adjustable Rods With Galvanised Steel Level Clips Of Size 85X30x0.8 Mm Spaced At 1200Mm Centre To Centre Along Maint, Bottom Exposed With 24Mm Of All T-Sections Shall Be Pre-Painted With Polyester Baked Paint For All Heights,As Per Specifications,Drawings & As Directed By Engineer-In- Charge. Note :- Only Calcium Silicate False Ceiling Area Will Be Measured From Wall To Wall. No Deduction Shall Be Made For Exposed Frames /Opening (Cut Outs) Having Area Less Than 0.30 Sqm.The Calcium Silicate Tile Shall Have Nrc Value Of 0.50(Minimum), Light Reflection > 85%, Non - Combustible As Per B.S. 476 Part Iv, 100% Humidity Resistance & Also Having Thermal Conductivity<0.043 W/Mk , Providing & Fixing Partition Upto Ceiling Height Consisting Of G.I. Frame & Required Board Including Providing & Fixing Of Frame Work Made Of Special Section Power Pressed/ Roll Form Gi Sheet With Zinc Coating 120Gm/Sqm(Both Side Inclusive) Consisting Of Floor And Ceiling Channel 50Mm Wide Having Equal Flanges Of 32Mm & 0.50Mm Thick Fixed To The Floor & Ceiling At The Spacing Of 610Mm Centre To Centre With Dash Fastener Of 12.5Mm Dia Meter 50 Mm Length Or Suitable Anchor Fastener Or Metal Screws With Nylon Plugs And The Studs 48Mm Wide Having One Flange Of 34 Mm And Other Flange 36Mm And 0.50 Mm Thick Fixed Vertically Within Flanges Of Floor And Ceiling Channel And Placed At A Spacing Of 610Mm Centre To Centre By 6Mm Dia Bolts And Nuts, Including Fixing Of Studs Along Both Ends Of Partition Fixed Flush To Wall With Suitable Anchor Fastener Or Metal Screws With Nylon Plugs At Spacing Of 450 Mm Centre To Centre, And Fixing Of Boards To Both Side Of Frame Work By 25 Mm Long Dry Wall Screws On Studs, Floor And Ceiling Channels At The Spacing Of 300 Mm Centre To Centre. The Boards Are To Be Fixed To The Frame Work With Joints Staggered To Avoid Through Cracks, Galvanised M.S. Fixing Channel Of 99 Mm Width (0.9 Mm Thick Having Two Flanges Of 9.5 Mm Each With Zinc Coating Of 120Gm/Sqm (Both Sides Inclusive) To Be Provided At The Horizontal Joints Of Two Boards, Fixed To The Studs Using Metal To Metal Flat Head Screws, Including Jointing And Finishing To A Flush Finish With Recommended Jointing Compound, Jointing Tape, Angle Beads At Corner (25 Mmx 25 Mm X 0.5 Mm), Joint Finisher And Two Coats Of Primer Suitable For Board As Per Manufactures Specification And Direction Of Engineer In Charge All Complete , I) 75 Mm Overall Thickness Partition With 12.5 Mm Thick Double Skin Fire Rated Glass Reinforced Gypsum (Grg) Plaster Board Conforming To Is: 2095: Part 3:1996 (Board With Bis Certification Marks). , Supplying And Fixing Ms Foundation Bolts With Necessary Gi Nuts And Washers Of Specified Sizes,All Conforming To Relevant Indian Standards And As Approved By Engineer-In-Charge : , I) 12Mm Dia X 300Mm Long With 75 Mm Dia X 3 Mm Thick Plate , Ii) 16Mm Dia X 400Mm Long With 75 Mm Dia X 5 Mm Thick Plate , Iii) 20Mm Dia X 600Mm Long With 100 Mm Dia X 6 Mm Thick Plate , Iv) 20Mm Dia X 900Mm Long With 100 Mm Dia X 6 Mm Thick Plate , V) 25Mm Dia X 1000Mm Long With 100 Mm Dia X 8 Mm Thick Plate , Vi) 32Mm Dia X 1125Mm Long With 100 Mm Dia X 8 Mm Thick Plate , Supply, Fabrication, Laying And Testing Of Gi, Black, Erw, Threaded Pipes, Heavy Class Conforming To Is 1239, Part I As Per Iocl Specifications Including Pipeline Fittings Like Bends, Tee Etc As Required And As Directed For Underground Pipeline With Doping , I) 100 Mm Dia , Supplying & Fixing Of Following Items For Electrical Safety Etc , Ii) 6 Mm Thick Chequered Plate On Cable Trench Inside Swtich Room, Earthing Pit Including Cutting, Painting, Lifting Hooks, Etc , Exhaust Fans Supply And Fixing Of Exhaust Fan Including Electrical Wiring All Shall Be With Per Specification And Direction Of Site In Charge. The Fans Shall Be With Louvers / Shutters. (The Job Does Not Include Making Suitable Cut Out In The Wall For Fixing The Fan). , Ii) 9 Dia Light Duty, Make Khaitan Or Equivalent , Iii) 12 Heavy Duty, Make Gec Or Equivalent , Providing & Fixing Chrome Plated Brass100mm Mortise Latch With One Dead Bolt With 6 Levers & A Pair Of Lever Handles With Necessary Screws Etc. Complete (Best Make Of Approved Quality). , Providing And Fixing 150 Mm Bright Finished Chrome Plated Brass Hanging Type Floor Door Stopper With Rubber Cushion Necessary Brass Screws, Etc. Complete. To Suit Shutter Thickness Complete , Providing And Fixing Aluminium Extruded Section Body Tubular Type Universal Hydraulic Door Closer With Double Speed Adjustment With Necessary Accessories And Screws Etc. Complete. , Providing & Fixing Aluminium Tower Bolts Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is:1868) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete : , I) 250X10 Mm , Ii) 200X10 Mm , Providing & Fixing Aluminium Handles Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac10 As Per Is:1868) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete : , I) 125 Mm , Ii) 100 Mm , Iii) 75 Mm , Providing & Fixing Aluminium Tee Channels (Heavy Duty) With Rollers, Stop End In Pelmets As Curtain Rod. , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is:1285, Fixed With Rawl Plugs And Screws Or With Fixing Clips, Or With Expansion Hold Fasteners Including Necessary Filling Up Of Gaps At Junctions,At Top, Bottom & Sides With With Required Epdm Rubber/Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing/Panelling, C.P. Brass/Stainless Steel Screws Including Fixing All Complete As Per Drawing & The Directions Of Engineer-In-Charge. (Cost Of Glazing Or Panels To Be Paid For Separately) , I) Fixed Glazing With Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) Sections , Iii) For Shutters Of Doors, Windows & Ventilators With Powder Coated Aluminium Sections Including Providing Fixing Hinges/ Pivots & Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately) , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge. (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item): , Ii) With Float Glass Panes Of 5.0 Mm Thickness (Weight Not Less Than 12.5Kg/Sqm) , Iii) With Float Glass Panes Of 8.0 Mm Thickness (Weight Not Less Than 20Kg/Sqm) , Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Is : 6315 Having Brand Logo Embossed On The Body/Plate With Double Spring Mechanism And Door Weight Upto 125 Kg, For Doors, Including Cost Of Cutting Floors, Embedding In Floors As Required And Making Good The Same Matching To The Existing Floor Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Engineer-In-Charge. , I) With Stainless Steel Cover Plate , Providing And Fixing Machine Moulded Aluminium Covering Of Approved Pattern & Design, Made Out Of Machine Cut Aluminium Sheet And Machine Holed For Receiving Dash Fastener, Over Expansion Joints On Vertical Surfaces/Ceilings, The Fixing On Plate In One Row On One Side Of Joint Only Shall Be Done With Stainless Steel Dash Fasteners Of 8 Mm Dia And 75 Mm Long Bolt Including Providing Aluminium Washers 2 Mm Thick & 15 Mm Dia, At A Staggered Pitch Of 200 Mm Centre To Centre Including Drilling Holes In The Receiving Surface And Expandable Plastic Sleeves In Holes Etc. Complete As Per Direction Of Engineer-In-Charge. , Ii) Powder Coated Aluminium Sheet 2.5Mm Thick (Minimum Thickness Of Powder Coating 50 Micron) , Filling The Gap In Between Aluminium Frame & Adjacent Rcc/ Brick/ Stone Work By Providing Weather Silicon Sealant Over Backer Rod Of Approved Quality As Per Direction Of Engineer In Charge Complete Upto 5Mm Depth And 5Mm Width , Providing And Fixing Aluminium Round Shape Handle Of Outer Dia 100Mm With Ss Screws Etc. Complete As Per Direction Of Engineer-In- Charge , I) Powder Coated Minimum Thickness 50 Micron Aluminium , Providing & Fixing Anodised Aluminium Grill (Anodised Transparent Or Dyed To Required Shade According To Is:1868 With Minimum Anodic Coating Of Grade Ac 25 Of Approved Design/Pattern, With Approved Standard Section & Fixed To The Existing Window Frame With C.P.Brass /Stainless Steel Screws @ 200Mm 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) , Providing And Fixing 12 Mm Thick Frameless Toughened Glass Door Shutter Of Approved Brand And Manufacture, Including Providing And Fixing Top & Bottom Pivot & Double Acting Hydraulic Floor Spring Type Fixing Arrangement And Making Necessary Holes Etc For Fixing Required Door Fittings, All Complete As Per Direction Of Engineer-In-Charge (Door Handle, Lock And Stopper Etc. To Be Paid Separately). , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths Interlocked Together Through Their Entire Length,Jointed Together At The End By End Locks Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete Including The Cost Of Providing And Fixing Necessary 27.5Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Is 4454 Part-I & M.S. Top Cover Of Required Thickness For Rolling Shutters:- 80X1.25Mm Ms Laths With1.25 Mm Thick Top Cover , Providing And Fixing Ball Bearing For Rolling Shutters. , Providing And Fixing M.S. Fan Cl Type I Or Ii Of 16 Mm Dia M.S. Bar Bent To Shape With Hooked Ends In R.C.C. Slabs, Beams During Laying Including Painting The Exposed Portion Of Loop, All As Per Standard Design Complete. , Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And Sw Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , Preparation And Consolidation Of Sub Grade With Power Road Roller Of 8 To 12 Tonne Capacity After Excavating Earth To An Average Of 22.5 Cm. Depth Dressing To Camber And Consolidating With Road Roller Including Making Good The Undulations Etc. And Re-Rolling The Sub Grade And Disposal Of Surplus Earth Within Premises , Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mixer Plant At Optimum Moisture Content, Carriage Of Mixed Material By Tippers To Work Site, For All Lead And Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface & Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specification & Direction Of Engineer-In-Charge. , I) With Material Confirming To Grade-I (Size 75 Mm To .075 Mm) Having Cbr Value - 30, Thickness As Desired , Providing & Laying Design Mix Cement Concrete Of M-30 Grade, In Roads/ Driveways, Using Cement Content As Per Design Mix, Using Coarse Sand And Graded Stone Aggregate Of 40 Mm Nominal Size In Appropriate Proportions As/Approved & Specified Design Criteria,Providing Dowel Bars With Sleeve/ Tie Bars Wherever Reqd,Laying At Site,Spreading & Compacting,Mechanically By Using Needle & Surface Vibrators, Vacuum Dewatering, Leveling To Required Slope /Camber Finishing With Required Texture, Including Steel Form Work With Sturdy Ms.Channel Sections, Curing, Making Provision For Contraction/Expansion, Construction And Longitudinal Joints (10 Mm Wide X 50 Mm Deep) By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants,Complete All As/Direction Of Engineer- In-Charge (Item Of Joint Fillers, Sealants, Dowel Bar With Sleeve / Tie Bars To Be Paid Separately). Note:- Cement Content Considered In M-30 Is @ 340 Kg/Cum. Less Cement Used As Per Design Mix (If Any) Will Be Recoverable Separately. No Extra Payment Against Extra Cement If Used Shall Be Payable. , Ii) Cement Concrete Manufactured In Automatic Batching Plant (Rmc Plant) I/C Transportation To Site In Transit Mixer. , Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature Jointed With Cement Mortar 1:3 (1 Cement:3 Coarse Sand) Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5Mm) Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-In-Charge (Length Of Finished Kerb Edging Shall Be Measured For Payment) (Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge. , Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To .075 Mm) To Wet Mix Macadam (Wmm) Specifications Including Premixing The Material With Water At Omc For All Leads And Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub-Base/Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Ton Capacity To Achieve The Desired Density, Complete As Per Specifications & Directions Of Engineer-In- Charge , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade Vg-10 Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications : , I) On W.B.M. @ 0.75 Kg / Sqm. , Ii) On Bituminous Surface @ 0.50 Kg / Sqm. , Providing And Laying Bitumen Penetration Macadam With Hard Stone Aggregate Of Quality, Size And Grading As Specified, With Bitumen Of Suitable Penetration Grade Including Required Key Aggregate As Specified Spreading Coarse Aggregate With The Help Of Self Propelled/ Tipper Tail Mounted Aggregate Spreader And Applying Bitumen By A Pressure Distributor And Then Spreading Key Aggregate With The Help Of Aggregate Spreader Complete, Including Consolidation With Road Roller Of Minimum 8 To 10 Tonne Capacity To Achieve Specified Values Of Compaction And Surface Accuracy : , For 75 Mm Compacted Thickness In Two Layers Using Stone Aggregate Of Size 63-41 Mm Graded @ 0.90 Cum Per 10 Sqm Key Aggregate Of Size 20.0 Mm Graded @ 0.18 Cum Per 10 Sqm. With Paving Asphalt Grade Vg-10 @ 68 Kg/10 Sqm. , Providing & Laying Dense Graded Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading, Premixed With Bituminous Binder & Filler, Transporting The Hot Mix To Work Site By Tippers, Laying With Paver Finisher Equipped With Electronic Sensor To The Required Grade Level Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve Desired Compaction & Density, Complete As Per Specifications And Directions Of Engineer-In-Charge: Payment For Actual Thickness Will Be Made