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Tender for Percentage Boq Boq_Ver3.0 Percentage Normal Inr Only Inr Select, At Par, Excess (+), Less (-) Iocl Tender Inviting Authority: Executive Engineer Pmgsy Division Udhampur Name Of Road:- Permanent Restoration Of Road From Moud To Pattian-Ii, Under Package No. Jk14-363, Block & District Udhampur, Length:- 7.400 Kms Contract No. Jk14-363 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 # Sl. No. D 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 Without Taxes In Rs. P Total Amount With Taxes Total Amount In Words , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: Aks 70%, Ordnary Rock 20%, Hard Rock 10% (Blasting Probhitted). , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:5:10 (1 Cement : 5Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Damp-Proof Course (Coping/Flooring) 50 Mm Thick With Cement Concrete 1:2:4 (1Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete , Back Filling(Stone Filling) Behind R/Wall, Abutment, Wing Wall Etc With Available Stones. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete , Providing & Making Gabion Structure With Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes As Per Is 16014:2012,Morth Clause 2500, Of Required Size, Mesh Type 10X12 (D=100 Mm With Tolerance Of ± 2%) Zinc Coated, Mesh Wire Diameter 3.0Mm, Mechanically Edged/Selvedged With Partitions At Every 1M Interval And Shall Have Minimum 10 Numbers Of Openings Per Meter Of Mesh Perpendicular To Twist, Tying With Lacing Wire Of Diameter 2.2Mm, Supplied @ 3% By Weight Of Gabion Boxes, Filled With Boulders With Least Dimension Of 200 Mm, As Per Drawing, All Complete As Per Direction Of Engineer-In-Charge , Polygonal/Random Rubble Masonry Uncoursed Brought To Course In 1:6 Fine Sand Mortar In Foundation And Plinth With Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: With Bond Stone , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Offoundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Depositedlayer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. , Slip Clearance In Soils Mixed With Moorum Kankar/Shingle/Boulders Incl. Safe Disposal With All Leads And Lifts Complete Job As Per The Directions Of The Engineer In-Charge At Site Without Damaging The Public/Pvt. Property. , Carriage Of Material By Mechanical Transport From Source To The Site Of Work Including Loading/Unloading And Stakcing Complete. , Sand For An Av. 70 Kms Disntace. , Stone Aggregate 40 Mm Below For An Av. 10 Kms Disntace. , Stone For An Av. 10 Km Distance Total In Figures 2400010.59 2400010.59 Inr Twenty Four Lakh &Ten And Paise Fifty Nine 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
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