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Tender For Provision Of Certain Rev And Minor Works Under Age B/R-I At Mil Stn Yol- 1 Surface Excavation Not Exceeding 30Cm Deep And Averaging 15Cm Deep And Getting Out In All Kind Of Soil And Disposal Of Excavated Earth Lead Exceeding 1Km And Not Exceeding 1.5Km Complete All As Directed By Engineer-In Charge 2 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) Means Over Areas (Exceeding 30Cm In Depth But Not Exceeding 1.5M In Depth, Exceeding 1.5M In Width As Well As 10 Sqm On Plan) Including Getting Out In All Kind Of Soil And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5M, As Directed By Engineer-In Charge 3 Earth Work In Excavation By Mechanical Means Hydraulic Excavator)/ In Foundation Trenches Or Drains (Not Exceeding 1.5M In Width Or 10Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5M, Including Getting Out In All Kind Of Soil Excavated Soil And Disposal Of Surplus Excavated Soil, Within A Lead Of 50M Complete All As Specified And Directed. 4 Removal Of Surplus Any Type Soil Of Excavated Material Exc 1Km But N Exc.1.5 Km And Deposited Where Directed Complete All As Specified. 5 Removal Of Surplus Any Type Soil Of Excavated Material Exc 1.5Km But N Exc. 5 Km And Deposited Where Directed Complete All As Specified. 6 Returning, Filling In, Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exc 25 Cm In Soft/Loose Soil Complete All As Specified And As Directed.. 7 Good Earth Obtained From Out Side Mod Land To Site For Filling From Above Original/Natural Ground Level (Ogl/Ngl) To Made Up Ground Level (Mgl)Ved Earth Including Spreading, Levelling In Layer Not Exceeding 30Cm, Ramming And Consolidation Complete All As Specified And Directed. 8 Rolling And Consolidating Of Formation Surfaces In Cutting With Power Road Roller 8 To 12 Tonne Capacity, Watering As Necessary Including Filling In Hollows And Depressions And Consolidationg To The Required Level, Gradient And Camber Complete All As Specified And Directed. 9 Hard Core Of Broken Stone Or Boulders Guage Not Exceeding 63Mm, Deposited, Spreading In Layer Not Exceeding 15Cm Thick, Watered And Rolled/Rammed To A True Surface, Complete All As Specified And Directed. 10 75 Mm Thick Pcc 1:3:6 , Type C-2 Using 40 Mm Graded Crushed Stone Aggregate As In Sub Base To Floors Finished The Surface Even And Fair Complete All As Directed. 11 Providing And Laying 80Mm Thick Factory Made Chamfered Edge Cement Concrete Paver Block Of M-40 Grade With Approved Colour, Design & Pattern As In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc., Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Compacting And Proper Embedding/ Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Fine Sand And Cutting Of Paver Block As Per Required Size And Pattern, Finishing And Sweeping Extra Sand; Complete All As Specified And Directed. 12 Providing Cement Concrete (1:2:4) Type B-1 (Using 20Mm Graded Crushed Stone Aggregate) As In Sides Of Path And Similar Work, With Plain Fair Faces, Including Chamfers, Weatherings, Throating Etc. Including Use Of Formwork, Complete All As Specified And Directed. 13 Brick Work With Fly Ash Bricks Straight Or Curve On Plan Exceeding 6M Radius, Built In Cm 1:6 Complete All As Specified And Directed By Engr-In-Charge 14 Brick Work With Fly Ash Bricks Straight Or Curve On Plan Exceeding 6M Radius, Built In Cm 1:4 Complete All As Specified And Directed By Engr-In-Charge 15 Walling Random Rubble Masonry With Best Quality Locally Available Stone, Uncoursed, Well Bonded, Bedded, Solidly Hearted And Built In Cement Mortar 1:6, Complete All As Specified And Directed. 16 Walling Random Rubble Masonry With Best Quality Locally Available Stone, Uncoursed, Well Bonded, Bedded, Solidly Hearted And Built In Cement Mortar 1:4, Complete All As Specified And Directed. 17 Providing Precast Cement Concrete 1:2:4, Type B-1 (Using 20Mm Graded Crushed Stone Aggregate) As In Bonders (For Stone Walling) Set In Cement Mortar 1:6, Complete All As Specified And Directed. 18 Pvc (Swr) 110Mm Dia Pipe Type B Single Socketed, In Any Length, Fixed To Walls, For Weep Holes, Etc And Set Complete All As Specified And Directed 19 Pcc 1:2:4, Type B-2 Using 40 Mm Graded Cushed Stone Aggregate As In Foundations, Filling And Mass Concrete Complete All As Specified And Directed. 20 Pcc 1:3:6, Type C-2 Using 40 Mm Graded Cushed Stone Aggregate As In Foundations, Filling And Mass Concrete Complete All As Specified And Directed. 21 Pcc 1:4:8, Type D-2 Using 40 Mm Graded Cushed Stone Aggregate As In Foundations, Filling And Mass Concrete Complete All As Specified And Directed. 22 Pcc 1:3:6, Type C-I Using 20 Mm Graded Cushed Stone Aggregate As In Cement Concrete In Surface Channels And Drains Including Form Work Complete All As Specified And Directed.. 23 Pcc 1:2:4, Type B-I Using 20 Mm Graded Cushed Stone Aggregate As In Cement Concrete In Surface Channels And Drains Including Form Work Complete All As Specified And Directed.. 24 Rendering 15Mm Thick In Cement Mortar 1:4 On Fair Faces Of Brick Surface Or Concrete Surfaces Of Walls, Finished Even And Smooth Without Using Extra Cement, Complete All As Specified And Directed . 25 M&L For Preparation Of Newly Plastered Surface Of Walls And Applying Two Coats Of Cement Base Paint Over A Coat Of Primer Complete All As Specified And As Directed. 26 M&L For Preparation Of New Untreated Steel Surface Exceeding 10Cm Width Or Girth And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Complete All As Specified And As Directed. 27 Extra Forming Fair Finished Drain Or Channel 30 Cm Inner Girth In Cement Concrete, Using Extra Cement, Including Forms, Moulda, Mitred/Stopped End Etc. Complete All As Specified And As Directed. 28 Pcc M-15 (Nominal Mix), Type B-1 (Using 20 Mm Graded Crushed Stone Aggregates) As In Coping, Cills, Steps, In Lintels Upto 1.5M Clear Span And Similar Other Works Like Bands, Plinth Courses, Lacing Courses, Bed Plates, Water Troughs And The Like Incl Weathring, Slightly Rounded Or Chamfered Angles And Throating, Including Necessary Form Work, Complete All As Specified And Directed 29 Reinforced Cement Concrete, 1:2:4 (Nominal Mix), Type B-1, (Using 20Mm Graded Crushed Stone Aggregate) As In Slabs Supported On Walls, Beams And Columns In Floors, Roofs, Landings, Balconies, Canopies, Deck Slabs And In Shelves And The Like, Complete All As Specified. 30 Ms Tmt Bars 8Mm 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 As In Stirrups, Spacers And Binders,Complete All As Specified. 31 Formwork To Soffits Of Suspended Slabs Such As Roof Slabs, Floor Slabs, Landings And Similar Work; Not Exceeding 200Mm Thick (Horizontal Or Sloping)In Rough Finished Surface Of Concrete Flat Complete All As Specified. 32 Mild Steel Framed Work Such As Grills, Gratings, Etc With Ends Of Bars Shouldered And/ Or Riveted, Or Forged Into Spikes; Framed Guard Bars; Barred Iron Doors; Ladders; Framed Ballusters Walk Ways; Railings; Framework Of Water Tanks And Similar Work Conforming To Fe.290. Gde-E-165,Complete All As Specified. 33 Preparation Of New Steel Surfaces Of Any Description Not Otherwise Described, Over 10Cm Width Or Girth And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Zinc Chrome Primer, Complete All As Specified And Directed . 34 Broken Stone Or Boulders Filling Dry, Handpacked Tightly, At Back Of Walls Over Arches Etc And Raising (Or Lowering) To The Required Level, Complete All As Specified And Directed. 35 Extra Over Stone Walling For Hammer Dressing To Face Stone And Dressing Of Face Beds And Joints As Specified Of Random Rubble Walling, Uncoursed Or Brought Upto Courses, Hammer Dressing With Maximum Depressions On Face From Straight Edge Held Against The Dressed Surface Not Exceeding 20Mm For Granite, Trap Or Basalt Stone, Complete All As Specified And Directed. 36 Loose Filling With Aggregate Of Broken Stone Boulders Of Gauge 80 To 150 Mm As In Back Filling/Packing , Complete All As Specified And Directed. 37 Fixing Only Chain Link Fencing Including Line Wires, Any Mesh, Size And Type To Any Type Of Standards, Rails, Straining Bolts Etc. Including Provision Of Binding Wirecomplete All As Specified And Directed. 38 Supply Only Chain Link Hot Dipped Galvanised Fencing, Any Type Or Size Complete All As Specified And Directed. 39 Mild Steel Work As In Hand Rails, Half Round Or Other Steel Section Or Core For Wooden Hand-Rail Straight Portion, Drilled And Countersunk For Balusters Running Bars, For Doors, Balusters, Nosing To Steps Including Embeding In Concrete And Screwing Etc. Wind Ties For Roof Including Securing Bolts;Posts And 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, Bolting Or Riveting, Etc., And Similar Work Conforming To Fe-290 Gde E-165 Complete All As Specified And Directed.
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