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Requirement :
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Demolishing Cement Concrete Manually/by Mechanical, Means Nominal Concrete 1:4:8 Or Leaner Mix (i/c, Equivalent Design Mix) Including Disposal of Material, Within 50 Metres Lead as Per Direction of Engoineer-in, Charge, Cum 2, 2 Demolishing Brick Work in Cement Mortar Manually/by, Mechanical Means Including Stacking of Serviceable, Material and Disposal of Unserviceable Material Within, 50 Metres Lead as Per Direction of Engineer - Charge., Cum 2, 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, Cum 20, 4 Providing and Laying in Position Cement Concrete of, Specified Grade Excluding the Cost of Centering and, Shuttering - All Work Up to Plinth Level : 1:4:8 (1 Cement :, 4 Coarse Sand (zone-iii) : 8 Graded Stone Aggregate 40, Mm Nominal Size), Cum 15, 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: in All Kind of Soil Complete All as, Specified and Directed., Sqm 100, 6 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, 10sqm 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., Cum 6, Boq, Station : Aries Nainital, Name of Work :construction of Rr Masonry Retaining Wall in Manora, Peak at Aries, Nainital, 7 Earth Work in Excavation By Mechanical Means, (hydraulic Excavator)/manual Means in Foundation, Trenches Or Drains(not Exceeding 1.5m in Width Or 10, Sqm on Plan), Including Dressing of Sides and Ramming, Bottoms, Lift Upto 1.5m, Including Geting Out the, Excavated Soil and Disposal of Surplus Excavated Soil as, Directed, Within a Lead of 50 M and as Directed By, Engineer-in-charge. All Kinds of Soil., Cum 7, 8 Random Rubble Masonry with Hard Stone in Foundation, and Plinth Including Levelling Up with Cement Concrete, 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone, Aggregate 20 Mm Nominal Size) Upto Plinth Level with :, Cement Mortar 1:6 (1 Cement : 6 Coarse Sand), Cum 125, 9 -ditto- All as Per Item No 8above But Except Stone. Cum 10, 10 Brick Work with Common Burnt Clay F.p.s. (non, Modular) Bricks of Class Designation 7.5 in Cement, Mortar 1:6 (1 Cement : 6 Coarse Sand) Complete All as, Specified and Directed, Cum 7, 11 -ditto All as Per Item No 11above But Except Brick. Cum 3, 12 Pointing on Stone Work with Cement Mortar 1:3 (1, Cement : 3 Fine Sand) : Raised and Cut Pointing, Complete All as Specified and Directed., Sqm 100, 13 20 Mm Cement Plaster of Mix : 1:4 (1 Cement: 4 Fine, Sand), Sqm 75, 14 Excavating, Supplying and Filling of Local Earth (including, Royalty) By Mechanical Transport Upto a Lead of 5km Also, Including Ramming and Watering of the Earth in Layers, Not Exceeding 20 Cm in Trenches, Plinth, Sides of, Foundation, backfill of Wall Etc. Complete., Cum 10, 15 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) : 4 Graded Stone Aggregate 40, Mm Nominal Size) Complete All as Specified and Directed, Cum 5, 16 Reinforced Cment Concrete Work in Walls(ant Thickness), , Including Attached Pilasters, Buttresses, Plinth and, String Courses, Fillets, Columns, Pillars, Piers, Abutments, , Posts and Struts Etc. Above Plinth Level Up to Floor Five, Levle, Excluding Cost of Centering, Shuttering, Finishing, and Reinforecemet 1:1.5:3 (1 Cement : 1.5 Coarse Sand, (zone-iii) : 3 Graded Stone Aggregate 20 Mm Nominal, Size), Cum 5, 17 Steel Reinforcement for R.c.c. Work Including, Straightening, Cutting, Bending, Placing in Position and, Binding All Complete Upto Plinth Level. Thermomechanically Treated Bars of Grade Fe 500d Or More., Complete All as Specified and Directed, Kg 500, 18 Centering and Shuttering Including Strutting, Propping, Etc. and Removal of Form for : Edges of Slabs and Breaks, in Floors and Under 20cm Wide Complete All as Specified, and Directed., Metre 75, 19 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, Single, Socketed Pipes. 110 Mm Diameter as in Weep Holes, Complete All as Specified and Directed., Metre 50, 20 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse, Sand : 4 Graded Stone Aggregate) in Coping, Pavement, , Laid to Required Slope and Camber in Panels as Required, Including Consolidation Finishing and Tamping Complete, All as Specified and Directed, Cum 3, 21 Extra for Making Chequers of Approved Pattern on, Cement Concrete Floors, Steps, Landing, Pavements Etc, Complete All as Specified and Directed., Sqm 50, 22 Providing and Laying 60mm Thick Faciory Made Cement, Concrete Interlocking Paver Block of M -30 Grade Made, By Block Making Machine with Strong Vibratory, Compaction, of Approved Size, Design & Shape, Laid in, Required Colour and Pattern Over and Including 50mm, Thick Compacted Bed of Coarse Sand, Filling the Joints, with Line Sand Etc. All Complete as Per the Direction of, Engineer-in-charge., Sqm 250, 23 Providing and Laying in Position Cement Concrete of Specified, Grade Excluding the Cost of Centering and Shuttering 1:5:10, (1 Cement : 5 Fine Sand Derived From Natural Sources : 10, Graded Stone Aggregate 40 Mm Nominal Size Derived From, Natural Sources)complete All as Specified and Directed., Qty : 1430
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