Tender For Certain Repair Of Path, Drain, Culvert And Connected Items Under Aor Of Dett A Under Ge 862 Ews - Demolition Of Brickwork Or Stone / Boulder Masonry, Built In Cement Mortar Including All Quoins, Arches, Pillars, Etc, By Breaking Up Or Down Separation Of Serviceable Meterial From The Unserviceable, Stacking The Serviceable Metarial Within 100M Of Place Of Work And Disposal Of Underviceable Metarial, Debris And Rubbish To A Distance Not Exceeding 100M , Complete All As Specified And Directed. 2 M&L For Brick Work With Sub Class B Bricks, Old Size, Straight Or Curved On Plan Exc 6 M Mean Radius, Built In Cement Mortar 1:4, Complete All As Specified And Directed. 3 Description All As Per Srl Item No. 02 Above But Except Bricksnote: Old Brick Retrieved From Demolition Shall Be Used. 4 M&L For Stone Walling Of Random Rubble Masonry, Uncoursed, Well Bonded, Bedded And Soilidly Hearted, Built In Cement Mortar 1:6, Complete All As Specified And Directed. 5 Description All As Per Srl Item No. 04 Above But Except Stone.Note: Old Stone Retrieved From Demolition Shall Be Used. 6 Taking Down Cement Plaster On Brick Or Stone Walls Etc Including Racking Out Joints, Hacking For Key, Scrubbing Down With Water Etc Complete All As Specified And Directed. 7 M&L For Rendering 15 Mm Thickon Concrete / Brick Surface On Wallin Cement Mortar 1:4, Finished Even And Smooth Without Using Extra Cement, Including Water Proofing Compund As Per ManufacturerS Instruction, Complete All As Specified And Directed. 8 M&L For Rendering 15 Mm Thickon Concrete / Brick Surface On Wallin Cement Mortar 1:6 On Other Thanfinished Even And Smooth Without Using Extra Cementcomplete All As Specified And Directed. 9 M&L For Rendering 20Mm Thick In Cement Mortar 1:6 On Stone Masonry Surface, Finished Even And Smooth Without Using Extra Cement Complete All As Specifed And Directed. 10 M&L For Rendering 20Mm Thick In Cement Mortar 1:4 ( External Surfaces ) On Stone Masonry Surface, Finished Even And Smooth Without Using Extra Cement Complete All As Specifed And Directed. 11 M&L For Precast Plain Cement Concrete 1:2:4, Type B-1 ( 20Mm Graded Crushed Stone Aggregate ) As In Landing, Cover Slab, Manhole Etc And Similar Articles With Plain Faces Set In Cement Mortar 1:4, Complete After Demolition Of Reinforced Cement Concrete All As Specified And Directed. ( Note: Tmt Bars Shall Be Measured And Paid Separately Under Respective Item Of Boq ) 12 Mild Steel Tmt Bars 10Mm Dia And Over, Cut To Length, Bent To Shape Required, Including Cranking, Bending Spirally For Hooping For Columns, Hooking Ends And Binding With And Including Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Or Securing With Clips Quality Comfarming To Fe-410-Wcomplete All As Specified And Directed. 13 S&F For 300 Mm Bore Reinforced Cement Concrete Drain Pipe, Class Np-2 Laid In Trenches And Jointedwith Collars Complete, Including Testing After Demolition And Beaking Up Existing Sewage Pipe Of Any Type Complete All As Specified & Directed. 14 M&L For Plain Cement Concrete 1:4:8 Type D-2 Using 40Mm Graded Crushed Stone Aggregate As In Packing Under Haunching Against The Side Of Salt Galzed Stone Ware Drain Pipes For 300Mm Dia Bore After They Are Laid And Tested Complete All As Specified And Directed. 15 Excavation In Trenches, N.Exc 1.5M Wide And N.Exc 1.5M Depth For Foundation Etcand N. Exc 10Sqm On Plan And Getting Out In Soft / Loose Soil Complete All As Specified And As Directed. 16 Returning, Filling In, Including Spreading, Leveling, Watering And Well Ramming In Layers Not Exc 25 Cm, Complete All As Specified And Directed. 17 Removing Excavated Material ( Any Type Of Soil ) To A Distance N Exc 50 M And Depositing Where Directed At A Level Not Exc 1.5 Mtr Above The Starting Point Complete All As Specified And Directed. 18 Demolition Of Cement Concrete Of Any Description And In Any Position Not Other Wise Specially Providedcomplete All As Specified And Directed. 19 M&L For Plain Cement Concrete 1:3:6 Type C-2 ( 40Mm Graded Crushed Aggregate ) As In Drains Complete All As Specified And Directed. 20 M&L For Extra For Forming Fair Finished Drain Or Channel 30 Cm Inner Girth In Cement Concrete, Using Extra Cement, Including Forms, Moulds, Mi-Tred / Stopped Ends Etc Complete All As Specified And Directed. 21 M&L For Plain Cement Concrete Type B-0, 1:2:4 ( Using 12.5Mm Graded Stone Aggregate ) As In Coping, Including Necessary Formwork, Haunching And Channels Inside Manholes, Etc, Completeall As Specified And Directed. 22 M&L For 75Mm Thickpcc 1:4:8, Type D-2 ( Using 40Mm Graded Crushed Stone Aggregates ) As In Sub Base Of Floors And Hardstandingcomplete All As Specified And Directed. 23 M&L Forpre Polished Coloured Chequered Cement Concrete Tiles Of Size 30 Cm X 30Cm X 25 Mm Thick Set, Jointed In Neat Cement Slurry In Floor And Pointed In White Or Coloured ( Apporved By Ge ) Cement To Match The Shade Of Tiles Laid Over And Including 15 Mm Thick Screed Bed In Cement Mortar 1:4After Dismantling Of Old Unserviceable Tiles Etc, Complete All As Specified And As Directed. 24 M&L For Cement Concrete Work In Pavement / Hardstanding Of Flexural Strength 40 Kg / Square Centimetre In Field Using 400 Kg Of Cement Per Cubic Meter Thickness Of Concrete 25Cm, Complete All As Specified And Directed. 25 Forming 12Mm Thick Expension Joints In The Thickness Of Concrete Slab 250Mm Joint Filled With Performed Bitumeuous Filler And Top 30Mm Primed And Sealed With Sealing Compound Grade A Including Provided With 20Mm Dia Mild Steel Dowel Bars 50Cm Long ( 25Cm In Each Slab ) With Femules Speaced 300Mm C / C Including Bars Formwork Filler For Dowel Bars Complete All As Specified And Directed. 26 Forming Construction Joint ( Dummy ) 65Cm Deep And 10Mm Wide And Filled With Sealing Compound Grade A Complete All As Specified And Directed. 27 M&L Forplain Cement Concrete Type B-1, 1:2:4 ( Using 20Mm Graded Crushed Aggregate ) As In Protecting Of Chequered Tiles Roundedor Chamfered On Edges Complete All As Specified And Directed
