Construction Of Balance Work Construction Of Balance Work Of Foot Path From Bus Stand To Gsss Jubbal At Tehsil In Jubbal Distt. Shimla Hp Sh Construction Of Drain In Ground ,P/F Fencing And Railing In School Ground,Chequerred Tile In Stair,Roofing In Stair Landing,Painting Etc. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Any Lead And Lift , Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitablematerial.Useful Material Available From Excavation To Be Properly Stacked And Handed Over To The Department Free Of Costas Per Hppwd, Specification Of 1990 Volume-I , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Any Lead And Lift , Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitablematerial.Useful Material Available From Excavation To Be Properly Stacked And Handed Over To The Department Free Of Costas Per Hppwd, Specification Of 1990 Volume-I , Random Rubble Masonry With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Levelingup With Cement Concrete1:6:12 (1Cement :6Coarsesand:12Gradedstoneaggregate 20Mmnominal Size) At Windowsills, Ceiling Level And The Like. Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Providing P.C.C Grade M 10 Nominal Mix 1:3:6 Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 . , 15Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Finished With A Floating Coat Of Neat Cement Of Mix :1:4 (1 Cement: 4 Fine Sand) , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works , Providing Corrugated Pre-Painted Sheet Roofing Including Vertical / Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Diameter With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/ Vertical Or Curved Surfaces), Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required.0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/ M² , Providing Ridges Or Hips Of Width 60 Cm Overall Width Plain G.S. Sheet Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Dia G.I. Limpet And Bitumen Washers Complete. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/M² , 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, (I) Single Socketed Pipes 110 Mm Dia , Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For 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.1)Single Pushfit Coupler 110 Mm Dia , Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete , Providing And Fixing M.S. Bp Sheet 1.66Mm To 2Mm Thick In Eaves Board/Facia/Soffits/Ceiling Including Cutting, Fixing And Welding To Steel Roof Members And Applying A Coat Of Red Lead Primer Complete As Per The Instruction Of Engineer-In-Charge (Base Members Of Steel Work Shall Be Measured & Paid Separtely) , Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width In Mesh Size 50X50 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-In-Charge. Made Of G.I. Wire Of Dia 4 Mm , Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand) Light Shade Pigment Using White Cement , Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : Water Thinnable Cement Primer , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @3.84 Kg/10 Sqm) , Applying Priming Coat:With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Work (Second Coat) , Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications :Painting Steel Work With Deluxe Multisurface Paint To Give An Even Shade. Two Ormore Coat Applied @ 0.90 Ltr/ 10 Sqm Overan Under Coat Of Primer Applied @ 0.80 Ltr/10 Sqm Of Approved Brand And Manufacture , Excavation In Soil Inhilly Areas By Manualmeans Including Cutting And Trimming Of Side Slopes And Disposingt Of Excavated Earth With In All Leads And Lifts As Per Drawing And Techical Specification Clause 1603.1 Including Carriae Of Material With In All Leads And Lifts As Per Directions Of Engineer In Charge. , Providing And Laying Concrete For Plain/Reinforced Concrete 1;4:825 Mm Nominal Size In Open Foundations Complete As Per Drawing And Technical Specification Clauses 802, 803, 1202 And 1203 , Providing Weapholes In Brick Masonry / Stone Masonry /Plain Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Pvc Pipe Extending Through The Full With Of The Structures With Slop Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 Including All Leads And Lifts, As Per Hppwd, Specification Of 1990 Volume-I As Directed By The Engineer-In-Charge , Backfilling Behind Abutment, Wing Wall And Return Wall With Granular Materialcomplete As Per Drawings & Technical Specification Clause 1204.3.8 , As Per Hppwd, Specification Of 1990 Volume-I
