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Product Detail :
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Annual Rate Contract of Civil Work for West Zone Vmc. for Civil (building) Work, Earth Work (executed with Mechanised Efforts/ Machinaries, Excavation for Foundation Upto 1.5 M Depth Including Sorting, Out and Stacking of Useful Materials and Disposing Off the, Excavated Stuff Upto 50 Meter Lead.(a) Loose Or Soft Soil, Extra for Additional Depth More Than 5.0 M for Excavation for, Foundation Including Sorting Out and Stacking of Useful, Materials and Disposing of the Excavated Stuff Upto 50 M, Lead.(a) Loose Or Soft Soil, Add Extra for Disposing Off the Excavated Stuff of Above, Items for Lead of (a) 50 M to 100 M, Add Extra for Disposing Off the Excavated, Stuff of Above Items for Lead of (b) 100 M to 200 M, Add Extra for Disposing Off the Excavated Stuff of Above, Items for Lead of (c) 200 M to 300 M, Add Extra for Disposing Off the Excavated Stuff of Above, Items for Lead of (d) 300 M to 400 M, Add Extra for Disposing Off the Excavated, Stuff of Above Items for Lead of (e) 400 to 500 M, Filling Available Excavated Earth (excluding Rock) in, Trenches. Plinth, Sides of Foundations Etc. in Layers Not, Exceeding 20 Cm. in Depth Consolidating Each, Disposited Layer By Ramming and Watering., Filling in Plinth with Sand Under Floors Including Watering, Ramming, Consolidating and Dressing Complete, Filling in Foundation and Plinth with Murrum Or Selected Soil, Layers of 20cm. Thickness Including Watering, Ramming and, Consolidating Etc. Complete., Filling in Foundation and Plinth with Brick Bats Chhara in Layers, of 20cm. Thickness Including Watering, Remming and, Consolidating Etc. Complete., Boring Holes 3.5 M Deep in Ordinary Soil (for Cast in Situ Piles), and Getting Out the Soil and Disposal of the Surplus Excavated, Soil as Directed Within a Lead of 50 Meter for Following, Diameter of Pipes.(i)200 Mm, Boring Holes 3.5 M Deep in Ordinary Soil (for Cast in Situ Piles), and Getting Out the Soil and Disposal of the Surplus Excavated, Soil as Directed Within a Lead of 50 Meter for Following, Diameter of Pipes.(ii) 250 Mm, Boring Holes 3.5 M Deep in Ordinary Soil (for Cast in Situ Piles), and Getting Out the Soil and Disposal of the Surplus Excavated, Soil as Directed Within a Lead of 50 Meter for Following, Diameter of Pipes.(iii) 300 Mm, Extra for Under Reaming Inside the Bore Holes for Under, Reamed Piles of Following, Diameter.(i) 200 Mm, Extra for Under Reaming Inside the Bore Holes for Under, Reamed Piles of Following, Diameter.(ii) 250 Mm, Extra for Under Reaming Inside the Bore Holes, for Under Reamed Piles of Following Diameter.(iii) 300 Mm, Add to Or Deduct From the Rate for Bore Holes of 3.5 M Depth, , If Bore Holes Are Made Deeper Or Shallower Than 3.5m. for, Piles of Following Diameter.(i) 200 Mm, Add to Or Deduct From the Rate for Bore Holes of 3.5 M Depth, , If Bore Holes Are Made Deeper Or Shallower Than 3.5m. for, Piles of Following Diameter.(ii) 250 Mm, Add to Or Deduct From the Rate for Bore Holes of 3.5 M Depth, , If Bore Holes Are Made Deeper Or Shallower Than 3.5m. for, Piles of Following Diameter.(iii) 300 Mm Earth Work (executed with Manual Labour, Excavation for Foundation Upto 1.5 M Depth Including Sorting, Out and Stacking of Useful Materials and Disposing Off the, Excavated Stuff Upto 50 Meter Lead.(e) Hard Rock, Providing and Laying in Foundation and Plinth, / Under Floors Lime Concrete with Hand Broken Stone, Aggregates 40mm Nominal Size and 40% Mortar Comprising, 1-lime Putty 2-fine Sand and Curing Complete Excluding Cost, of Formwork., Providing and Laying in Foundation and Plinth, / Under Floors Lime Concrete with Graded Brick Aggregates 40, Mm Nominal Size and 40% Mortar Comprising of 1-limeputty, 2-fine Sand and Curing Completeexcluding Cost of Formwork., Providing and Laying Cement Concrete 124 (1- Cement 2-, Coarse Sand 4- Graded Stone Aggregates 20 Mm Nominal, Size) for Reinforced Concrete Chhajjas Not Exceeding 10cm., Thickness Upto Floor Two Level Including Finishing the Exposed, Surfaces with Cement Mortar 13 (1-cement, 3 Fine Sand) to, Give a Smooth and Even Surface Centering and Formwork and, Curing Complete Excluding Cost of Reinforcement., Providing and Applying Anticarrasive Treatment with Polymer, Base Materials to the Steel Rainfarcement Including Descaling, the Dust and Applying the Preventive Coating of Approved, Make (for the R.c.c. Structures Near Coastal Area Only) Etc, Complete., Providing and Fixing in Expansion Joint 100 Mm Thick, Expansion Joint Board of Best Quality and Approved Make, Including Cutting to Required Size and Shape at All Levels Etc., Complete as Directed., Providing and Laying and Fixing 50 Mm Thick Expansion Joint By, Hydro Cell Semi Rigid Uv Resistance with High Performance, Laminated Closed Cell Polythene Foam Joint Filler in Sheet Foam, as Directed, Etc. Complete., Providing and Laying and Fixing 25 Mm Thick Expansion Joint By, Hydro Cell Semi Rigid Uv Resistance with High Performance, Laminated Closed Cell Polythene Foam Joint Fille
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