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Tender for Dismantling Tile Work In Floors, Walls And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead. (A) For Thickness Of Tiles 10 Mm To 25 Mm , 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 , Providing And 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 Waterproofing Cement Compound @ 0.253 Kg/ Sqm. This Layer Will Be Allowedto Air Cure For 4 Hours. (B) Second Layer Of Slurry Of Cement @ 0.242 Kg/Sqm Mixed With Waterproofing Cement Compound @ 0.126 Kg/Sqm. This Layer Will Be Allowed Toair Cure For 4 Hours Followed With Water Curing For 48 Hours.The Rate Includes Preparation Of Surface, Treatment And Sealing Of Alljoints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. , 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. , 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. , Providing And Fixing Ptmt Grating Of Approved Quality And Colour. (A) Circular Type: (I) 100Mm Nominal Dia , Providing & Fixing White Vitreous China Water Closet Squatting Pan (Indian Type) Along With S Or P Trap Including Dismantling Of Old Wc Seat And S Or P Trap At Site Complete With All Operations Including All Necessary Materials, Labour And Disposal Of Dismantled Material Including Malba, All Complete As Per The Direction Of Engineer-In Charge. , Providing And Fixing Polyethelene-Aluminium- Polyethelene Pe-Al-Pe Composite Pressure Pipes Conforming To Is : 15450, U.V. Stabilized With Carbon Black Having Thermal Stability For Hot & Cold Water Supply, Capable To Withstand Temperature Up To 80°C, Including All Special Fittings Of Composite Material (Engineering Plastic Blend And Brass Inserts Wherever Required) E.G. Elbows, Tees, Reducers, Couplers & Connectors Etc., With Clamps At 1.00 Metre Spacing. This Includes The Costs Of Cutting Chases And Including Testing Of Joints Complete As Per Direction Of The Engineer In Charge. Concealed Work, Including Cutting Chases And Making Good The Wall Etc. 1. 1216 (16 Mm Od) Pipe , Providing And Laying Design Mix Cement Concrete Of M-30 Grade, In Roads/ Taxi Tracks/ Runways, Using Cement Content As Per Design Mix, Using Coarse Sand And Graded Stone Aggregate Of 40 Mm Nominal Size In Appropriate Proportions As Per Approved & Specified Design Criteria, Providing Dowel Bars With Sleeve/ Tie Bars Wherever Required, Laying At Site, Spreading And Compacting Mechanically By Using Needle And Surface Vibrators, Levelling To Required Slope/ Camber, Finishing With Required Texture, Including Steel Form Work With Sturdy M.S. Channel Sections, Curing, Making Provision For Contraction/ Expansion, Construction & 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 Per Direction Of Engineer-In-Charge (Item Of Joint Fillers, Sealants, Dowel Bars With Sleeve/ Tie Bars To Be Paid Separately). Note:- Cement Content Considered In M-30 Is @ 340 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately. All Work Upto Plinth Level , Cement Concrete Manufactured In Automatic Batching Plant (Rmc Plant) I/C Transportation To Site In Transit Mixer , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland Portland Slag Cement, Admixtures In Recommended Proportions As Per 1S: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum , Distempering With 1St Quality Acrylic Distemper (Ready Mixed) Having Voc(Volatile Organic Compound ) Content Less Than 50 Gram/ Litre, Of Approved Brand And Manufacturer Including Applying Additional Coats Wherever Required To Achieve Even Shade And Colour Old Work (One Or More Coats) , Removing And Relaying The Back Of Saucer Drains With Proper Slope And Waterproofing, Including 50% Relaying Of Existing Saucer Drains And 50% Providing And Laying New Saucer Drains, Along With Providing A New Saucer Channel If Broken During Dismantling, And Laying Plain Cement Concrete (1:1.5:3) Below The Saucer Drain, Complete In All Respects As Per The Direction Of The Engineer-In-Charge. , 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 , Providing And Laying Integral Cement Based Water Proofing Treatment Including Preparation Of Surface As Required For Treatment Of Roofs, Balconies, Terraces Etc Consisting Of Following Operations: (A) Applying A Slurry Coat Of Neat Cement Using 2.75 Kg/Sqm Of Cementadmixed With Water Proofing Compound Conforming To Is. 2645 Andapproved By Engineer-In-Charge Over The Reinforced Cement Concrete Slab Including Adjoiningwalls Upto 300 Mm Height Including Cleaning The Surface Before Treatment. (B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 25 Mmto 115 Mm Size With 50% Of Cement Mortar 1:5 (1 Cement : 5 Coarsesand) Admixed With Water Proofing Compound Conforming To Is : 2645And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cementmortar Of Mix 1:5 (1 Cement :5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge.To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Of Junctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge. (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix 1:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surface With Trowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep. E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimumperiod Of Two Weeks For Curing And For Final Test. All Above Operations To Bedone In Order And As Directed And Specified By The Engineer-In-Charge: With Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65 Mm , 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 6.4.1 Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6(1 Cement :6 Coarse Sand) , Total= 2,99,67,832.30 , Gst Correction Factor@0.973= 2,91,58,700.83
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