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Tender Corrigendum :
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| Tender Corrigendum | Deadline has been changes from Sep 15 2025 12:00AM to Sep 27 2025 12:00AM
Corrigendum for Date Extension | | Tender Corrigendum Publication | Company Web Site - Internet | | Tender Corrigendum Document | Can be download by Subscribers | | Tender Corrigendum | Deadline has been changes from Sep 1 2025 12:00AM to Sep 15 2025 12:00AM
Date Extension | | Tender Corrigendum Publication | Company Web Site - Internet | | Tender Corrigendum Document | Can be download by Subscribers | | Tender Corrigendum | Regarding Prebid | | Tender Corrigendum Publication | Company Web Site - Internet | | Tender Corrigendum Document | Can be download by Subscribers |
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Product Detail :
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Construction of Proposed Police Station at Piran Kaliyar, Haridwar (uttarakhand), Earth Work , 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, Lift Upto 1.5 M, Including Getting Out the Excavated Soil and Disposal of Surplus Excavated Soil as Directed, Within a Lead of 50 M. 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. , Diluting and Injecting Chemical Emulsion for Post-constructional Anti-termite Treatment (excluding the Cost of Chemical Emulsion Treatment of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes and Plugging with Cement Mortar 1 2 (1 Cement 2 Coarse Sand) to Match the Existing Floor with Chlorpyriphos/lindane E.c. 20% with 1% Concentration , Concrete Work , 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 8 Graded Stone Aggregate 40 Mm Nominal Size). , Providing and Laying Damp-proof Course 40mm Thick with Cement Concrete 124 (1 Cement 2 Coarse Sand 4 Graded Stone Aggregate 12.5mm Nominal Size). , Applying a Coat of Residual Petroleum Bitumen of Penetration 80/100 of Approved Quality Using 1.7kg 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. , Reinforced Cement Concrete Work , Providing and Laying in Position Machine Batched and Machine Mixed Design Mix M-25 Grade Cement Concrete for Reinforced Cement Concrete Work, Using Cement Content as Per Approved Design Mix, Including Pumping of Concrete to Site of Laying But Excluding the Cost of Centering, Shuttering, Finishing and Reinforcement, Including Admixtures in Recommended Proportions as Per Is 9103 to Accelerate, Retard Setting of Concrete, Improve Workability Without Impairing Strength and Durability as Per Direction of Engineer-in-charge. (note - Cement Content Considered in This Item is @ 330 Kg/cum. Excess/ Less Cement Used as Per Design Mix is Payable/recoverable Separately).5.33.1 All Works Upto Plinth Level , Providing and Laying in Position Machine Batched and Machine Mixed Design Mix M-25 Grade Cement Concrete for Reinforced Cement Concrete Work, Using Cement Content as Per Approved Design Mix, Including Pumping of Concrete to Site of Laying But Excluding the Cost of Centering, Shuttering, Finishing and Reinforcement, Including Admixtures in Recommended Proportions as Per Is 9103 to Accelerate, Retard Setting of Concrete, Improve Workability Without Impairing Strength and Durability as Per Direction of Engineer-in-charge. (note - Cement Content Considered in This Item is @ 330 Kg/cum. Excess/ Less Cement Used as Per Design Mix is Payable/recoverable Separately).5.33.2 All Works Above Plinth Level Upto Floor V Level , Reinforcement for R.c.c. Work Including Straightening, Cutting, Bending, Placing in Position and Binding All Complete. Reinforcement for R.c.c Work Using Thermo-mechanically Treated Bars , Centring and Shuttering Including Strutting, Ropping Etc. and Removal of Form for , Foundations, Footings, Bases of Columns, Etc. for Mass Concrete. , Columns, Pillars, Piers, Abutments, Posts and Struts. , Lintels, Beams, Plinth Beams, Girders, Bressumers and Cantilevers. , Suspended Floors, Roofs, Landings, Balconies and Access Platform. , Suspended Floors, Roofs, Landings, Balconies and Access Platform.with Water Proof Ply 12 Mm Thick , Walls (any Thickness) Including Attached Pilasters, Butteresses, Plinth and String Courses Etc. , Brick Work with F.p.s. Bricks of Class Designation 75 in Foundation and Plinth in Cement Mortar 16 (1 Cement 6 Coarse Sand) , Cement Mortar 16 (1 Cement 6 Coarse Sand) , Brick Work with F.p.s. Bricks of Class Designation 75 in Superstructure , Half Brick Masonry with F.p.s. Bricks of Class Designation 75 in Superstructure Above Plinth Level Upto Floor V Level Cement Mortar 14 (1 Cement 4 Coarse Sand) , Extra for Providing and Placing in Position 2 Nos. 6mm Dia. M.s. Bars at Every Third Course of Half Brick Masonry (with F.p.s. Bricks). , Wood & P.v.c Work , Providing and Fixing Isi Marked Flush Door Shutters Conforming to Is 2202 (part I) Non-decorative Type, Core of Block Board Construction with Frame of 1st Class Hard Wood and Well Matched Commercial 3 Ply Veneering with Vertical Grains Or Cross Bands and Face Veneers on Both Faces of Shutters 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges with Necessary Screws. , Providing and Fixing Aluminium Handles Isi Marked Anodised (anodic Coating Not Less Than Grade Ac 10 as Pe
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| Tender Detail : |
Construction of Proposed Police Station at Piran Kaliyar Haridwar Uttarakhand #*. Construction of Proposed Police Station at Piran Kaliyar Haridwar Uttarakhand |