Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Hilly Areas Of Kupwara ( Tangdar Region ) District For Execution Of Jal Jeevan Mission ( Jjm ) Works- 1 Earth Work In Excavation By Manual Means 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 Directedall Kind Of Soil 2 Oridanary Rock 3 Earth Work In Excavation By Mechanical Means 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 All Kind Of Soil 4 Ordinary Rock 5 Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation / Bankinexcavated Or Stacked Materialadd 1 Lift All Kind Of Soil 6 Ordinary Rock 7 Add 2 Lift All Kind Of Soil 8 Orddinary Rock 9 Laying In Position D.I. Pipes In Trenches Excluding Cost Of Pipes And Earth Work. 10 Providing And Laying Dry Stone Soling Hand Packed Tightly Including Cost Of 50-200Mm Nallah Boulders 11 Providing And Laying Dry Stone Soling Hand Packed Tightly Excluding Cost Of Stones 12 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing Butxcluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:4:8 Mix ( 1 Cement: 4 Course Sand : 8 Graded Crushed Stone Agg 40Mm Nominal Size ) 13 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing Butxcluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:3:6 Mix ( 1 Cement: 3 Course Sand : 6 Graded Crushed Stone Agg 20Mm Nominal Size ) 14 Providing And Laying In Position Reinforced Cement Concrete Of Specified Grade Including Curing Butxcluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:1.5:3 Mix ( 1 Cement: 3 Course Sand : 3 Graded Crushed Stone Agg 20Mm Nominal Size ) 15 Reinforced Cement Concrete Work In Walls ( Any Thickness ) Including Attached Pillasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement.With: 1:1.5:3 Mix ( 1 Cement: 3 Course Sand : 3 Graded Crushed Stone Agg 20Mm Nominal Size ) 16 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing Butxcluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:2:4 Mix ( 1 Cement: 2 Course Sand : 4 Graded Crushed Stone Agg 20Mm Nominal Size ) 17 Reinforced Cement Concrete Work In Arches, Archribs, Domes, Vaults Shells, Folded Plate And Roofs Having Slope More Than 15° Upto Floor Five Level Level Including Curing But Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement With:1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 18 Reinforced Cement Concrete Work In Suspended Floors, Roofs Having Slope Upto 15°, Beams Etc Upto Floor Five Level Level Including Curing But Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement With:1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 19 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level 20 12 Mm Thick Cement Plaster 1 : 3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement 21 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundaions 22 Walls 23 Beams 24 Suspended Floors 25 Domes Exceeding6 Mtr Span 26 Edges Of Slabs And Breaks In Floors Upto 200Mm Thick. 27 Coliumns 28 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 ( 1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20Mm Nominal Size ) Upto Plinth Level And Curing Complete With: Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 29 Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: With Bond Stone. 30 Laying And Fitting Of G.I. Pipes ( All Classes ) Pipes, Fittings And Earth Work.Complete Excluding Cost Of 80 Mm Dia Gi Pipes 31 65 Mm Dia Gi Piles 32 50Mm Dia G.I. Pipe 33 40Mm Dia G.I. Pipe 34 25Mm Dia G.I. Pipe 35 20Mm Dia G.I. Pipe 36 15Mm Dia G.I. Pipe 37 Providin / Fixing Of Gi Bends Of Required Degree / Size Complete Job 80 Mm Dia 38 65 Mm Dia Gi 39 50 Mm Dia 40 Providin / Fixing Of Gi / Ms Bendsincl F Providng Fixing Collors, Sorun Warn Ked Ciocking Or Flunged Joints ( Which Are Shall Be Required At Site Complete Job 100 Mm 41 80 Mm Dia 42 Laying In Position 100 / 80Mm Dia D.I. Pipes In Trenches Excluding Cost Of Pipes And Earth Workcomplete. 43 Providing Push On Joints To 100 / 80Mm Dia D, I, Pipe Including Cost Of Rubber Gasket. 44 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc, In Layers No Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5M 45 Dismantling G.I. Pipes ( External Work ) Including Excavation And Refillingtrenches After Taking Out The Pipes, Manually / By Mechanical Means Including Stacking Of Pipes Within 50 Meters Lead As Per Direction Of Engineer-In-Charge15 Mm To 40 Mm Nominal Bore 46 Above 40 Mm Nominal Bore 47 Providing, Fabricating And Fixing M.S Lid 0.75 X 0.75 Mtr Size Made Of 3Mm Thick M.S. Sheet Fixed / Welded With Angle Iron Frame 40X40x6mmand Frame Of 50X50x6mm Angle Iron To Be Embedded In Cement Concrete Including Necessary Hinges, Handles And Locking Arrangement Applying Priming Coat Of Red Oxide Primer All Carriages Complete. 48 Providing And Mixing Water Proofing Material In Cement Concrete Work In Doses By Weightof Cement As Per Manufacturer’S Specification. ( 1 Kg Of Water Proofing Material In 50 Kg Of Cement ) 49 Providing Pgi Sheet For Construction Joints 0.63 Mm Thick Including All Carriages 50 Laying And Fitting Of 150Mm Dia G.I Pipe Withn Flanged Joints Made Of 10Mm Thick M.S Flanges Including Cost Ofnuts, Bolts, Rubber Insertion And Bends Of Required Digree Etc Complete. Excluding Cost Of Pipes 51 Laying And Fitting Of 125 Mm Dia G.I Pipe Withn Flanged Joints Made Of 10Mm Thick M.S Flanges Including Cost Ofnuts, Bolts, Rubber Insertion And Bends Of Required Digree Etc Complete. Excluding Cost Of Pipes 52 Laying And Fitting Of 100Mm Dia G.I Pipe Withn Flanged Joints Made Of 10Mm Thick M.S Flanges Including Cost Ofnuts, Bolts, Rubber Insertion And Bends Of Required Digree Etc Complete. Excluding Cost Of Pipes 53 Providing And Fixing Double Flanged Ci Sluice Value Confirming To Is 780 Of 1984 Read With Upto Date Amendments Pn-1 Ratingincluding Cost Of Tail Pieces, Falnging Jionts, Nuts, Bolts, Rubber Insertion Handles Etc All Complete. ( Kirloskar / Vag Make ) 150 Mm Dia 54 125 Mm Dia 55 100 Mm Dia 56 Providing And Fixing 80Mm Dia Gate Vale Of Repiuted Make 57 Providing And Fixing 50 / 40Mm Dia Gate Vale Of Repiuted Make 58 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 Welded 59 Providing, Hoisting And Fixing Up To Floor Five Level Precast Reinforced Cement Concrete Work In String Courses, Bands, Copings, Bed Plates, Anchor Blocks, Plain Window Sills And The Like, Including Setting In Position In Cement Mortar 1:3 ( 1 Cement :3 Coarse Sand ) Including The Cost Of Required Centering, Shuttering And Curing But Excluding Cost Of Reinforcement With: 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 60 Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width In Mesh Size 50X50 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-Incharge. Made Of G.I. Wire Of Dia 4 Mm 61 Applying Priming Coat With Approved Quality On Steel Surfaces 62 Painting 2 Or More Coats With Synethetic Enamil Paint Of Approved Quality. 63 Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40x6mm Angle Iron And 3Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approvedsteel Primer. Using M.S. Angles 40X40x6mm For Diagonal Braces 64 Hand Packing Of Stones In Wire Crates Excluding Cost Of Stones And Wire Crates 65 Supply Of 2Nd Class Quarry Stones 66 Supplyof Wire Crates 67 Carriage Of Materials From Source To Road Site Of Work By Mechanical Transport Including Loading Unloading And Stacking Complete. Cement And Sgeel 20 Kms 68 Cement And Steel 10 KmS 69 Cement And Steel 5 KmS 70 Stones / Soling Stones 15 KmS 71 Stones / Soling Stones 10 KmS 72 Sand 05 Kms 73 Sand 10 Kms 74 Sand 15 Kms 75 Crushed Aggregate 20Mm Nominal Size 15 KmS 76 Crushed Aggregate 20Mm Nominal Size 10 KmS 77 Crushed Aggregate 40Mm Nominal Size 15 Kms 78 Crushed Aggregate 40Mm Nominal Size 10Kms 79 150Mm / 125 Mm Gi, Dia G.I / 100 Mm Di Pipes From Baramulla Avg. 135 KmS 80 G.I Pipes Below 100Mm Dia 135 KmS From Baramulla 81 Wire Crate 15 KmS From Div Store 82 Carriage Of Materials Fromroad Site Upto Actual Site Of Work By Manual Means ( Head Load ) Avg 300 Mtrs Including Loading Unloading And Stacking Complete Cement 83 Steel 84 Stones / Soling 85 Sand 86 20Mm Crushed Aggregate 87 40Mm Crushed Aggregate 88 150Mm / 125 Gi Dia G.I / 100 Mm Di 89 G.I Pipes Below 100Mm 90 Wire Crates
