| | Sector | abcWater Storage and Supply | Tender Value | INR 5.90 Crore | | Location | Uttaranchal - India | Ref.No | 86735334 | | Closing Date | 26 - Aug - 2025 | | | | Construction of Netaji Subhash Chandra Bose Bedded Boys Hostel at Laldhang, Distt- , 2.0 , earth Work in Excavation By Mechanical Means (hydraulic Excavator )/ Manual Means in Foundation Trenches Or Drains (not Exceeding 1.5 M in Width Or 10 Sqm on Plan) Including Dressing of Sides and Ramming of Bottoms, for All , Including Dressing of Sides and Ramming of Bottoms. for All Lift, Including Getting Out the Excavated Soil and Disposal of Surplus Excavated Soil as Directed, Within a Lead of 50 M. All Kinds of Soil. , earth Work in Excavation By Mechanical Means (hydraulic Excavator )/ Manual Meansover Areas (not Exceeding 1.5 M in Width Or 10 Sqm on Plan) , Including Getting Out the Excavated Soil and Disposal of Excavated Soil Lead of 50 M and for as Directed By Engineer in Charge. , excavation in Soil in By Manual Means Including Cutting and Trimming of Side Slopes and Disposing of Excavated Earth with a Lift Upto 1.5m and a Lead Upto 20 M as Per Drawing and Technical Specification Clause 1603.1 , excavating Trenches of Required Width for Pipes, Cables, Etc Including Excavation for Sockets, and Dressing of Sides, Ramming of Bottoms, Depth Upto 1.5 M, Including Getting Out the Excavated Soil, and Then Returning the Soil as Required, in Layers Not Exceeding 20 Cm in Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. and Disposing of Surplus Excavated Soil as Directed, Within a Lead of 50 M all Kinds of Soil. Pipes, Cables Etc. Exceeding 80 Mm Dia. But Not Exceeding 300 Mm Dia , filling Available Excavated Earth (excluding Rock) in Trenches, Plinth, Sides of Foundations Etc. in Layers Not Exceeding 20cm in Depth, Consolidating Each Deposited Layer By Ramming and Watering, Lead Up to 50 M and Lift Upto 1.5 M. , supplying and Filling in Plinth with Jamuna Sand Under Floors Including, Watering, Ramming Consolidating and Dressing Complete. , 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 Etc. Complete. , water Bound Macadam Sub-base/base Wbm Grading 1 Providing, Laying, Spreading and Compacting Stone Aggregates of Specific Sizes to Water Bound Macadam Specification Including Spreading in Uniform Thickness, Hand Packing, Rolling with Three Wheel 80-100 Kn Static Roller in Stages to Proper Grade and Camber, Applying and Brooming, Stone Screening/binding Materials to Fill-up the Interstices of Coarse Aggregate, Watering and Compacting to the Required Density Grading 1 as Per Technical Specification Clause 404. By Manual Means , water Bound Macadam Sub-base/base. Wbm Grading 2 Providing, Laying, Spreading and Compacting Stone Aggregates of Specific Sizes
to Water Bound Macadam Specification Including Spreading in Uniform Thickness, Hand Packing, Rolling with Smooth Wheel Roller 80-100 Kn in Stages to Proper Grade and Camber, Applying and Brooming, Stone Screening/binding Materials to Fill-up the Interstices of Coarse Aggregate, Watering and Compacting to The
required Density Grading 2 as Per Technical Specification Clause 405.by Manual Means , providing and Laying of Interlocking Concrete Blcok (m-35) Pavements Having Thickness 60 Mm as Per Drawing and Technical Specification Clause 1504 , fillling in Foundation Trenches as Per Drawing and Technical Specification Clause 305.3.9 Sand Filling , providing and Laying in Position Cement Concrete of Specified Grade Excluding the Cost of Centering and Shuttering - All Work Up to Plinth Level 148 (1 Cement 4 Coarse Sand (zone-iii) 8 Graded Stone Aggregate 40 Mm Nominal Size) , providing and Laying Cement Concrete 1510 (1 Cement 5 Coarse Sand 10 Graded Stone Aggregate 40 Mm Nominal Size) Up to Haunches of S.w. Pipes Including Bed Concrete as Per Standard Design 150 Mm Diameter S.w. Pipe , providing and Laying Damp-proof Course 40mm Thick with Cement Concrete 124 (1 Cement 2 Coarse Sand (zone-iii) 4 Graded Stone Aggregate 12.5mm Nominal Size) , making Plinth Protection 50 Mm Thick of Cement Concrete 136 (1 Cement 3 Coarse Sand 6 Graded Stone Aggregate 20 Mm Nominal Size) Over 75 Mm Bed By Dry Brick Ballast 40 Mm Nominal Size Well Rammed and Consolidated and Grouted with Fine Sand Including Finishing the Top Smooth , providing and Laying in Position Specified Grade of Reinforced Cement Concrete 11.53 (1 Cement 1.5 Coarse Sand 3 Graded Stone Aggregate 20 Mm Nominal Size) , providing and Laying in Position Specified Grade of Reinforced Cement Concrete 12.4 (1 Cement 2 Coarse Sand 4 Graded Stone Aggregate 20 Mm Nominal Size) , reinforced Cement Concrete Work in Walls (any Thickness), Including Attached Pilasters, Buttresses, Plinth and String Courses, Fillets, Columns, Pillars, Piers, abutments, Posts and Struts Etc. Upto Floor Five Level Excluding Cost of Centring, Shuttering, Finishing and Reinforcement 11.53 (1 Cement 1.5 Coarse S |
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