| | Sector | abcWater Storage and Supply | Tender Value | INR 8.28 Crore approx. | | Location | Uttaranchal - India | Ref.No | 86821880 | | Closing Date | 11 - Sep - 2025 | | | | Construction of Agriculture Centre at Jakhinda, Block Pratapnagar, Distt- Tehri Garhwal ,2.0 ,earth Work in Excavation By Mechanical Means (hydraulic Excavator) / Manual Means Over Areas (exceeding 30cm in Depth. 1.5 M in Width as Well as 10 Sqm on Plan) Including Disposal of Excavated Earth, Lead Upto 50m and Lift Upto 1.5m, Disposed Earth to Be Levelled and Neatly Dressed. all Kinds of Soil. ,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. ,diluting and Injecting Chemical Emulsion (chlorpyriphos/lindane E.c. 20% with 1% Concentration), at the Rate of One Litre Per Hole at 300 Mm C/c to All the Horizontal and Vertical Surfaces of the Excavations Made for the Foundation of the Building, Soil Under Floors, Apron, Back Fill Material and Along All the Faces of the Walls for Pre-constructional Anti-termite Treatment (including the Cost of Chemical Emulsion) as Per Is6313 Part-ii. (plinth Area of Building Shall Be Measured for Payment) ,p/l Cement Concrete - All Works Upto Plinth Level 136 (1 Cement 3 Coarse Sand (zone-iii) 6 Graded Stoneaggregate 40 Mm Nominal Size) ,p/l Cement Concrete - All Works Upto Plinth Level 148 (1 Cement 4 Coarse Sand (zoneiii) 8 Graded Stone Aggregate 40 Mm Nominal Size) ,providing and Laying Damp-proof Course 50 Mm Thick with Cement Concrete 124 (1 Cement 2 Coarse Sand 4 Graded Stone Aggregate 20 Mm Nominal Size). ,applying a Coat of Residual Petroleum Bitumen of Grade of Vg-10 of Approved Quality Using 1.7 Kg Per Square Metre on Damp Proof Course After Cleaning the Surface with Brushes and Finally with a Piece of Cloth Lightly Soaked in Kerosene Oil. ,p/l Cement Concrete - All Works Upto Plinth Level 124 (1 Cement 2 Coarse Sand 4 Graded Stone Aggregate 20 Mm Nominal Size) ,p/l Cement Concrete - All Works Upto Plinth Level 1510 (1 Cement 5 Coarse Sand 10 Graded Stone Aggregate 40 Mm Nominal Size) ,p/l Rcc, Excluding the Cost of Centering, Shuttering, Finishing and Reinforcement - All Work Up to Plinth Level 11.53 (1 Cement 1.5 Coarse Sand 3 Graded Stone Aggregate 20 Mm Nominal Size) ,providing and Laying in Position Ready Mixed Or Site Batched Design Mix Cement Concrete for Reinforced Cement Concrete Work; Using Coarse Aggregate and Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /portland Slag Cement, Admixtures in Recommended Proportions as Per Is 9103 to Accelerate / Retard Setting of Concrete, to Improve Durability and Workability Without Impairing Strength; Including Pumping of Concrete to Site of Laying, Curing, Carriage for All Leads; But Excluding the Cost of Centering, Shuttering, Finishing and Reinforcement as Per Direction of the Engineer-in-charge, for the Following Grades of Concrete. Note Extra Cement Up to 10% of the Minimum Specified Cement Content in Design Mix Shall Be Payable Separately. in Case the Cement Content in Design Mix is More Than 110% of the Specified Mininum Cement Content, the Contractor Shall Have Discretion to Either Re-design the Mix Or Bear the Cost of Extra Cement. All Works Upto Plinth Level ,providing and Laying in Position Ready Mixed Or Site Batched Design Mix Cement Concrete for Reinforced Cement Concrete Work; Using Coarse Aggregate and Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /portland Slag Cement, Admixtures in Recommended Proportions as Per Is 9103 to Accelerate / Retard Setting of Concrete, to Improve Durability and Workability Without Impairing Strength; Including Pumping of Concrete to Site of Laying, Curing, Carriage for All Leads; But Excluding the Cost of Centering, Shuttering, Finishing and Reinforcement as Per Direction of the Engineer-in-charge, for the Following Grades of Concrete. Note Extra Cement Up to 10% of the Minimum Specified Cement Content in Design Mix Shall Be Payable Separately. in Case the Cement Content in Design Mix is More Than 110% of the Specified Mininum Cement Content, the Contractor Shall Have Discretion to Either Re-design the Mix Or Bear the Cost of Extra Cement. All Works Above Plinth Level Upto Floor V Level ,centering and Shuttering Including Strutting, Propping Etc. and Removal of Form for ,foundations, Footings, Bases of Columns, Etc. for Mass Concrete ,walls (any Thickness) Including Attached Pilasters,butteresses, Plinth and String Courses Etc. ,columns, Pillars, Piers, Abutments, Posts and Struts ,lintels, Beams, Plinth Beams, Girders, Bressumers and Cantilevers. ,suspended Floors, Roofs, Landings, Balconies and Access Platform ,stairs, (excluding Landings) Except Spiral-staircases ,weather Shade, Chajjas, Corbels Etc., Including Edges ,suspended Floors, |
|
|
If you are a new user, then please
register, it's Free and then fill the form below.
If you are registered with us, just fill the form below, we will get back to you
shortly.
|
All fileds marked with '*' are compulsary.
|
|
|
|