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Reconstruction Of V.R. Bridge At Rd 46585 Of Nardak Disty. Reconstruction Of V.R. Bridge At Rd 46585 Of Nardak Disty. , Works Details , Dismantling Brick Work, Tile Masonry Or Tile Lining And Tile Terracing In Cement Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge , As Per Approved Drawing/ Design Supplied By The Department. Old Hsr Item No. 8.5 (B) , Dismantling Cement Concrete 1:2:4 Plain Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department. Old Hsr Item No.8.6 (D) , Dismantling Of Reinforced Cement Concrete (Rcc) With Cleaning & Straigthening & Cutting Of Bars If Required Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department. Old Hsr Item No.8.6 (E) , Earth Work In Excavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom And Backfilling With Approved Material As Per Clause 304 Of Mort&H Specifications Ordinary Soil By Mechanical Meansincluding S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications. Hsr 15.1.2.1 , Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport With All Lead And Liftincluding Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc.Also Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications. , Extra For Compaction & Dressing Of Earth In Filling As Per Specification Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications.. Hsr Item No. (4.9-4.10-4.12-4.11) , 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, With All Lead And Lift Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For :Foundations, Footings, Bases For Columns Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications As Per Hsr No. 6.29.1 , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For: Columns, Piers, Abutments, Pillars, Posts And Strutsincluding S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications As Per Hsr No.6.29.3 , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Forsuspended Floors, Roofs, Landings, Balconies (For Main Slab)Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications Hsr No.6.30.3 , Providing And Laying M-15 In Position Ready Mixed Plain Cement Concrete, With Cement Content As Per Approved Design Mix And Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Plain Cement Concrete Work, Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying And Curing, Excluding The Cost Of Centering, Shuttering And Finishing, Including Cost Of Curing, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate/ Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability All Works Upto Plinth Level Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications. Cement Content @240 Kg./Cum. (Note :- Less Cement Used As Per Design Mix Is Recoverable. However No Extra Payment Shall Be Made If Excess Cement Is Used As Per Design Mix).As Per Hsr 6.22.2.2 , Providing And Laying In Position Machine Batched And 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: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge. All Works Up To Plinth Levelincluding S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications. Cement Content Considered In This Item Is @ 330 Kg/Cum. Note-Less Cement Used As Per Design Mix Is Recoverable.However No Extra Payment Shall Be Made If Excess Cement Is Used As Per Design Mix)Hsr 6.25.1 , Providing And Laying In Position Machine Batched And 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: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge. All Works Above Plinth Level Up To Floor Iv Level Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications. Cement Content Considered In This Item Is @ 330 Kg/Cum. Note- Less Cement Used As Per Design Mix Is Recoverable. However No Extra Payment Shall Be Made If Excess Cement Is Used As Per Design Mix).Hsr 6.25.2 , Brick Work With Common Burnt Clay Non-Modular Bricks Of Class Designation 10.5 In Foundation And Plinth In: Cement Mortar 1:3 (1 Cement: 3 Coarse Sand)Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications.As Per Hsr No. 7.21.1 , Providing And Fixing In Position 20 Mm Thick Premoulded Joint Filler In Expansion Joint For Fixed Ends Of Simply Supported Spans Not Exceeding 10 M To Cater For A Horizontal Movement Up To 20 Mm, Covered With Sealant Complete As Per Drawing And Mort&H Pecificationsincluding S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications As Per Hsr No.27.51.3 , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes (110Mm Dia) 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 Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications Hsr No. 9.57.2 , Steel Reinforcement For R.C.C. Work, Where Not Included In The Complete Rate Of Rcc, Including Straightening, Cutting, Bending, Placing In Position, Binding, Wastage, Overlaps, Welded Joints, Spacer Bars, Chairs, Stays, Hangers And Annealed Steel Wire Etc.Complete In All Respect Below Plinth Level,Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications. Hsr 6.33.6 , Supplying And Filling Sand Behind The Structureincluding S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications. , Painting On Concrete Surface, Providing And Applying 2 Coats Of Water Based Cement Paint To Unplastered Concrete Surface After Cleaning The Surface Of Dirt, Dust, Oil, Grease, Efflorescence And Applying Paint @ Of 1Litre For 2 Sqm. Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications As Per Hsr No.27.49 , Providing Lowering Cutting Jointing And Testing Rcc Pipe Class Np 3 (Taking Dia 900Mm) As Per 18-458-2003 With Spigot & Ocketed Joints Manufactured With Isi Marked Sulphate Resistance Cement As Per Isi 12330 With Rubber Rings Isi Marked Antiternmite As Required At Site In To Trenches For All Depths And Laying Out The Same To Correct Alignment Gradients And Levels Including Dressing And Trimming And Cutting Of Concrete Beds And Side Of Trenches, If Required Jointing With Rubber Rings In Trenches And Jointing With 1 :3/2 Cement Sand Mortar And With End Dowels Filled With 1 :3/2. Cement Sand Mortar And Finishing The Joints At An Angle Of 45 Degree With Faces Of Spigot Of Socket Joints Cutting And Finishing The Cut Surface To A Uniform Finish Etc. As Fully Described In Item No . 21.38, Item 21.44, Item 21.45, & Item 21.46 Including Cartage Loading And Unloading Complete In All Respects Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications. As Per Hsr21.95.8 , Removing Hume Pipes-Np 2/Np 3/Np 4 (Above 600 Mm Dia) Including Excavation And Taking Out The Pipes Manually/ By Mechanical Means And Stacking The Pipes Within Standard Lead As Per Direction Of Engineer-In-Charge Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications.As Per Hsr No 5.53.2 , Providing And Laying Dry Brick On Edge Flooring In Required Pattern With Bricks Of Class Designation 7.5 On A Bed Of 12 Mm Mud Mortar, Including Filling Joints With Jamuna Sand, With Common Burnt Clay Non Modular Bricks Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications As Per Hsr No.10.34 , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. (In Mud Mortar) Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications. Hsr 7.5.1 , Lining With Design Mix Concrete Of Grade M-15 With Minimum Cement Content 240Kg/Cum, 100Mm Thick In Curve Portion And Side Slope Manually Including Curing, 10Mm Thick Cement Plaster 1:5, Form Work, Dressing And Preparation Of Subgrade As Per Directions Of Engineer-In-Charge Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications.(Manually In Slide Slopes) , Lining With Design Mix Concrete Of Grade M-15 With Minimum Cement Content 240Kg/Cum, 100Mm Thick In Curve Portion And Side Slope Manually Including Curing, 10Mm Thick Cement Plaster 1:5,Form Work, Dressing And Preparation Of Subgrade As Per Directions Of Engineer-In-Charge Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications. (Manually In Bed) , Earth Work For Lip-Cutting For Lining Of Irrigation Channels, Inclusive Of All Allowances, Lead And Dressing By Mechanical / Mannual Means Including S/O & C/O Material And Labour Charges Complete In All Respectas Per Direction Of Engineer-Incharge, As Per Approved Drawing/ Design Supplied By The Department & As Per Pwd Specifications. As Per Hsr Item No. 14.24.2 , Credit Of Material I) Brick Recovered After Dismantling , Credit Of Material Ii) Old Steel , Credit Of Material Iii) Np-3 Pipe
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