Tender For Construction Of Room At Chinore Farm, J&K. , Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority : J&K Agro Industries Development Corporation Limited Name Of Work: Construction Of Room At Chinore Farm, J&K. E-Nit No. 34 Of 2025-26 Jk Agro Name Of The Bidder/ Bidding Firm / Company : Price Schedule (This Boq Template Must Not Be Modified/Replaced By The Bidder And The Same Should Be Uploaded After Filling The Relevent Columns, Else The Bidder Is Liable To Be Rejected For This Tender. Bidders Are Allowed To Enter The Bidder Name And Values Only ) Number # Text # Text # Number # Text # Number Number Text Text # Number # Text# Text # Number # Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number Number Text Text Number Number Number # Number # Text Text Number # Number # Date Number # Number # Text # S. No. Item Description Item Code / Make Quantity Units Estimated Rate In Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion Against Each Item Quoted Currency In Inr / Other Currency Basic Rate In Figures To Be Entered By The Bidder Rs. P Excise Duty Vat Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 Iiird Party I.E Dgs&D / Rites Etc Inspection Charges @0.34%+Service Tax Less For Cenvat Credit,If Any Respect Of Supplies Under Full Excise Duty Category Total Amount Rs. P Total Amount With Taxes Total Amount In Words , 2.7 Earth Work In Bulk Excavation By Mechanical Means (Hydraulic Excavator) Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge 2.7.1 All Kinds Of Soil : , 2.10 Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation /Banking Excavated Or Stacked Materials. 2.10.1 All Kinds Of Soil : , 2.11 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 Upto 50Mt & Lift Upto 1.50M. , 4.4 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering All Work Up To Plinth Level. 4.4.3 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , 4.4 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering All Work Up To Plinth Level. 4.4.6 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size) , 4.4 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering All Work Up To Plinth Level. 4.4.7 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) , 5.1 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level. 5.1.2 1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , 5.22 Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. 5.22.6 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , 5.9 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For :-5.9.1 Foundations, Footings, Bases Of Columns Etc. For Mass Concrete , 5.9.5 Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 5.9.6 Columns, Pillar, Pier, Abutments, Posts And Struts , 10.2 Structural Steel Work In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete 10.2.2 , 12.23 Providing And Fixing Precoated Galvanized Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.50 Mm (+ 0.05 %) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , 12.24 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : 12.24.1 Ridges Plain (500 - 600Mm) , 12.24.6 Gutter .(600 Mm Over All Girth Total In Figures 1022290.42 1022290.42 Ten Lakh Twenty Two Thousand Two Hundred & Ninety And Paise Forty Two Only 4.0 Construction Of Chamber For 100Mm Sluice Plates Item5 10.0 Nos Quoted Rate In Figures Select 0.0 0.0 Inr Zero Only Quoted Rate In Words Inr Zero Only Please Enable Macros To View Boq Information
