Tender For Repair / Repainting Of Security Wall Under Aor Of Age B / R Dett-B Under Ge 862 Ews; 1 Demolition Of Brickwork Or Stone / Boulder Masonry, Built In Cement Mortar Including All Quoins, Arches, Pillars, Etc, But Excluding Ashlar Facings, Dressed Stone-Work And Precast Concrete Articles, Complete All As Specified And Directed. 2 Dismantling Of Wrought Iron Or Mild Steel Work Of Any Description Not Otherwise Provided For, Complete All As Specified And Directed. 3 S&F For Galvanised, 2 Strand, Steel Barbedwire 2.24Mm Dia Barbed With 2Mm Dia Barbs At 75Mm Spacings And Straining And Fixing To Any Type Of Standard Rails Straining Bolts, Including, Securing Or Tying At Crossings With And Provision Of Galvanised Mild Steel Wire, Staples Or Steel Pins, Etc. As Directed ( Each Line Of Wire To Be Measured ) After Dismantling Of Old Unserviceble Barbed Wire Complete All As Specified And Directed. 4 Demolition Of Reinforced Cement Concrete Of Any Description And In Any Position Not Otherwise Specifically Provided For Rcc Beam & Slabs, Complete All As Specified And Directed. 5 Excavation In Trenches, N.Exc 1.5M Wide And N.Exc 1.5M Depth For Foundation And N. Exc 10Sqm On Plan And N.Exc 1.5M In Depth Getting Out In Hand And Dense Soil, Complete All As Specified And As Directed. 6 Excavation In Trenches, N.Exc 1.5M Wide And N.Exc 1.5M Depth For Foundation And N. Exc 10Sqm On Plan And N.Exc 1.5M In Depth Getting Out In Hand Rock, Complete All As Specified And As Directed. 7 Excavation In Trenches, N.Exc 1.5M Wide And N.Exc 1.5M Depth For Foundation And N. Exc 10Sqm On Plan And Exc 1.5M But N. Exc 3.0M In Depth Getting Out In Hand And Dense Soil, Complete All As Specified And As Directed. 8 Excavation In Trenches, N.Exc 1.5M Wide And N.Exc 1.5M Depth For Foundation And N. Exc 10Sqm On Plan And Exc 1.5M But N. Exc 3.0M In Depth Getting Out In Hand Rock, Complete All As Specified And As Directed. 9 M&L For Plain Cement Concrete, Type D-2 1:4:8 ( Using 40 Mm Graded Crushed Stone Aggregates ) As In Foundation, Filling, Sub Base And Mass Concrete, Complete All As Specified And Directed. 10 M&L For Reinforced Cement Concrete M-25 ( Design Mix ) ( 20Mm Graded Stone Aggregate ) As In Foundations, Including Rafts, Footings, Foundation Beams, Plinth Beams, Bases For Columns And The Like, Complete All As Specified And Directed 11 M&L For Reinforced Cement Concrete M-25 ( Design Mix ) ( 20Mm Graded Stone Aggregates ) As In Columns, Pillars, Piers, Post, Struts And The Like, Complete All As Specified And Directed 12 M&L For Reinforced Cement Concrete M-25 ( Design Mix ) ( 20Mm Graded Stone Aggregate ) Asin Beams, Cantilivers, Bressmmers, Lintles Over 1.5 M Span, Complete All As Specified And Directed 13 M&L Waste Formwork To Sides Of Concrete Foundation, Footing, Bases Of Colums, Raft & Raft Beams, Sides And Soffits ( If Any ) Of Foundation And Plinth Beam And Similar Work, In Rough Finished Flat Surface Of Concrete, Complete All As Specified And Directed. 14 M&L Formwork To Sides Of Concrete In Columns, Pillars, Posts, Struts, Piers, Columns And Stanchions For Rough Finished Surface Of Concrete, Complete All As Specified And Directed. 15 M&L Formwork To Soffits Of Suspended Slabs Such As Roof Slabs, Landings And Similar Work, N Exc 200Mm Thick ( Horizontal And Sloping ) For Rough Finished Surface Of Concrete, Complete All As Specified And Directed. 16 S&F For 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-W, Grade E-250, As In Columns Complete All As Specified And Directed. 17 M&L For Mild Steel Tmt Bars 5Mm Diacut To Length, Bent To Shape Required, Including Cranking, Bending Spirally For Hooping For Columns, Hooking Ends As In Stirrups, Spacers And Binders Including Binding With Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Or Securing With Clips Quality Comfarming To Fe-410-W, Grade E-250, Complete All As Specified And Directed. 18 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 1:6, Complete All As Specified And Directed. 19 Description All As Per Srl Item No. 18 Above But Except Brick.Note: Old Brick Retrieved From Demolition Shall Be Used. 20 Taking Down Cement Plaster, Any Description On Brick Or Stone Or Cement Concrete Walls Including Raking Out Joints, Hacking For Key, Scrubbing Down With Water Etc, Complete All As Specified And Directed. 21 M&L For Rendering 15 Mm Thickon Concrete / Brick Surface On Wallin Cement Mortar 1:4, Finished Even And Smooth Without Using Extra Cement, Complete All As Specified And Directed. 22 M&L For Preparation Of New Plastered Surfacesand Applying Two Coats Of Exterior Emulsion Weather Proof Paint Of Apex Ultima Over A Coat Of Primer In Camouflagepattern Of Two Or More Colours, Complete All As Specified And Directed. 23 M&L For Complete Removal Of Existing Treatment Of Wall Surfaces Including Cornices And Chajjas Etc And Applying Two Coats Of Exterior Weather Proof Paint Of Apex Ultima Over A Coat Of Primer In Camouflagepattern Of Two Or More Colours, Complete All As Specified And Directed By Engineer -In- Charge. 24 Returning, Filling In, Trenches Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exceeding 25 Cm Thick , Complete All As Specified And As Directed. 25 Removing Excavated Material , Not Exceeding 50 M And Depositing Where Directed At A Level Not Exceeding 1.5 M Above The Starting Poin, Complete All As Specified And Directed. 26 S&F In Repair 110Mm Bore Pvc ( Swr ) Pipessingle Socketed In Any Length With Rubber Ring Joints, Laid In Trenches Or In Floor, Complete All As Specified And Directed. 27 M&L For Mild Steel Framed Work Such As Grills, Gratings Etc., With Ends Of Bars Shouldered And / Or Riveted, Or Forget Into Spikes; Framed Guard Bars; Barred Iron Doors; Ladders; Framed Balusters; Walk Ways; Railings; Framework Of Water Tanks Or Portion Framed And Hung As Gates, Including Pintel Hinges, Stops, Hand Made Sliding Bolt Etc And Similar Work Conforming To Fe 410-0 Or E-310-0 Work Including Welded Fabricks Frames, Gate And Framed Truss Etc Including Dismantling Old Steel , Complete All As Specified And Directed. 28 M&L For Plain Cement Concrete Type B-1, 1:2:4 ( Using 20Mm Graded Stone Aggregate ) As In Window Or Door Cills, Lintels, Bressumers, Steps, Quoins Blocks ( For Use With Masonry ) , String Courses, Apex Stone, Coping, Benching, Hold Fasts, Pier Caps, Columns, Posts, Boundary Pillars, Bed Plates Etc. ( Of Any Section Indicated ) With Plain Fair Faces, Water Troughs, Bed Block, Surface Channel And The Like Including Weathering, Slightly Rounded Or Chamfered Angles And Throating Including Necessary Form Work , Complete All As Specified And Directed. 29 S&F For Mild Steel Work As Inposts Or Struts In Fencing Including Cutting Tops To Shape As Directed, Drilling Holes, Notching For Wire, Etc. Flat Iron Fillets ( For Securing Wire Mesh Etc. ) Including All Necessary Drilling, Boltingor Riveting, Etc. And Similar Work Conforming To Fe-290 Gde E-165, Embedding In Concrete, Complete All As Specified And Directed. Note :- ( I ) Size Of Angle Shall Be As Per Standard Drgs. ( Ii ) Earth Work And Concrete Shall Measured & Paid For Separately Under Respective Items Of This Boq. 30 S&F For Concertina Coil 1050 Mm Dia, 56 Loops, 2.5Mm Core Wire Heavy Galvanised ( Wire-275 Gsm & Strip-200 Gsm ) , Tensile Strength Of Wire 1400-1500 N / Sqmm, Weight 14.63Kg / Coil, Stretchable Length 12M Inlcuding Securing Or Tying At Crossings With And Provision Of Galvanised Mild Steel Wire, Staples Or Steel Pins Etc After Dismantling Of Old Concertina Coil Of Any Type Complete All As Specified And Directed. 31 M&L Forpreparation Of Newsteel Surfaces Of Any Description Exc 10 Cm In Width Or Girth And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer, Complete All As Specified And Directed. 32 M&L For Plain Cement Concrete 1:3:6 Type C-2 Using 40Mm Graded Crushed Stone Aggregate As In Bed Drain Pipespacking Under Haunching Against The Sides Ofpipes Of 300Mm / 450 Mm Bore Other They Are Laid And Tested, Complete All As Specified And Directed. 33 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 Existingpipe Of Any Type, Complete All As Specified & Directed. 34 S&F For 450 Mm Bore Reinforced Cement Concrete Drain Pipe, Class Np-2 Laid In Trenches And Jointedwith Collars Complete, Including Testing After Demolition And Beaking Up Existingpipe Of Any Type, Complete All As Specified & Directed.
