Maintenance Repair, Restoration Of Damages Emergent / Urgent Nature Of Works Minor Extensions Of Various Water Supply Schemes In Cheera, Jangalwarand Its Adjacent Areas.- 1 Carriage Of G.I Pipes From Jammu To Road Side Of Work By Mechanical Transpo, kishtwar-Jammu And Kashmir

Maintenance Repair, Restoration Of Damages Emergent / Urgent Nature Of Works Minor Extensions Of Various Water Supply Schemes In Cheera, Jangalwarand Its Adjacent Areas.- 1 Carriage Of G.I Pipes From Jammu To Road Side Of Work By Mechanical Transport For An Av. Distance Of 220 Km Including Loading Unloading And Stacking. 2 Carriage Ofg.I Pipes From Road Side To Site Of Work By Manual Labor For An Average Distance Of01 Km. 3 02Km 4 03Km 5 04Km 6 05Km 7 06Km 8 07Km 9 08Km 10 09Km 11 10Km 12 Carriage Of Cement From Nearest Source To Site Of Work By Mechanical Transportfor An Average Distance Of 15 Km. 13 Carriage Of Cement From Nearest Source To Site Of Work By Mechanical Transportfor An Average Distance Of 10 Km. 14 Carriage Of Cement From Nearest Source To Site Of Work By Mechanical Transportfor An Average Distance Of 05 Km. 15 Carriage Of Cement From Road Side To Site Of Work By Manual Labor For An Average Distance Of01 Km. 16 02Km 17 03Km 18 04Km 19 05Km 20 06Km 21 07Km 22 08Km 23 09Km 24 10Km 25 Carriage Of Sand From Source To Road Side Of Work By Mechanical Transport For An Average Distance Of 20 Km Including Loading Unloading And Stacking. 26 Carriage Of Sand From Source To Road Side Of Work By Mechanical Transport For An Average Distance Of 10 Km Including Loading Unloading And Stacking. 27 Carriage Of Sand From Source To Road Side Of Work By Mechanical Transport For An Average Distance Of 05 Km Including Loading Unloading And Stacking. 28 Carriage Of Sand From Road Side To Site Of Work By Manual Labor For An Average Distance Of 01 Km. 29 02Km 30 03Km 31 04Km 32 05Km 33 06Km 34 07Km 35 08Km 36 09Km 37 10Km 38 Carriage Of 20Mm Stone Aggregate From Source To Road Side Of Work By Mechanical Transport For An Average Distance Of 20 Km Including Loading Unloading And Stacking. 39 Carriage Of 20Mm Stone Aggregate From Source To Road Side Of Work By Mechanical Transport For An Average Distance Of 10 Km Including Loading Unloading And Stacking. 40 Carriage Of 20Mm Stone Aggregate From Source To Road Side Of Work By Mechanical Transport For An Average Distance Of 05 Km Including Loading Unloading And Stacking. 41 Carriage Of 20Mm Stone Aggregate From Road Side To Site Of Work By Manual Labor For An Average Distance Of01 Km. 42 02Km 43 03Km 44 04Km 45 05Km 46 06Km 47 07Km 48 08Km 49 09Km 50 10Km 51 Carriage Of Stone From Road Side To Site Of Work By Manual Labor For An Average Distance Of01 Km. 52 02Km 53 Dismentling Manually / Machanically Includind Stacking Of Serviceable Material And Disposal Of Unserviceable Material With In 50M Lead As Per Direction Of Engineer In Charge Bituminous Road 54 Water Bound Macadam Road 55 Earth Work In Excavation By Manual Means In Trenches For Oundations, Drains, Pipes, Cables Etc. ( Not Exceeding 1.5 Mtr In Width ) And For Shafts , Wells, Cesspits, And The Like Not Xceeding 10 Sqm On Plan , Depth Up To 1.5Mtr Including Disposal Of Excavated Earth Up To 1 Mtr From Cutting Edge , Disposed Earth Is To Be Leveled And Neatly Dressed. 100% All Kinds Of Soil. 56 Providing Andfitting Ofg.I. Pipes Complete With G.I Fitting Excliding Trenching & Refilling Etc. ( External Work ) 100Mm Dia Nominal Bore 57 80 Mm Dia Nominal Bore ( Light ) 58 65 Mm Dia Nominal Bore ( Light ) 59 50 Mm Dia Nominal Bore ( Light ) 60 40 Mm Dia Nominal Bore ( Light ) 61 32 Mm Dia Nominal Bore ( Light ) 62 25 Mm Dia Nominal Bore ( Light ) 63 20 Mm Dia Nominal Bore ( Light ) 64 15 Mm Dia Nominal Bore ( Light ) 65 Providing Andfitting Ofhdep Pipes Complete With G.I Fitting Excliding Trenching & Refilling Etc. ( Pressure-10 ) 90 Mm Dia Nominal Bore 66 75 Mm Dia Nominal Bore 67 63Mm Dia Nominal Bore 68 50 Mm Dia Nominal Bore 69 40 Mm Dia Nominal Bore 70 32 Mm Dia Nominal Bore 71 25 Mm Dia Nominal Bore 72 Laying Andfitting Of Hdep Pipes Complete With G.I Fitting Excluding Cost Of Pipess, Fitting And Earthwork 90 Mm Dia Nominal Bore 73 75 Mm Dia Nominal Bore 74 63Mm Dia Nominal Bore 75 50 Mm Dia Nominal Bore 76 40 Mm Dia Nominal Bore 77 32 Mm Dia Nominal Bore 78 25 Mm Dia Nominal Bore 79 Dismantlin G.I Pipes ( External Work ) Including Excavation And Refilling Tranches After Taking Out The Pipes Manually / By Mechanical Means Including Stacking Of Pipes With In 50 M Leadabove 40 Mm Dia Nominal Bore 80 15 Mm To 40 Mm Dia Nominal Bore 81 Providing And Fixing Ofg.I Union In G.I Pipes Including Cutting And Threadind The Pipes And Making Long Serews Etc.Complete New Work100 Mm Dia Nominal Bore 82 80 Mm Dia Nominal Bore 83 65 Mm Dia Nominal Bore 84 50 Mm Dia Nominal Bore 85 40 Mm Dia Nominal Bore 86 32 Mm Dia Nominal Bore 87 25 Mm Dia Nominal Bore 88 20 Mm Dia Nominal Bore 89 Laying Andfitting Ofg.I. Pipes ( All Classes ) Completeexcliding Cost Of Pipes, Fitting And Earth Work150 Mm & 100 Mm Dia G.I Pipes 90 80 Mm & 65 Mm Dia G.I Pipes 91 50 Mm & 40 Mm Dia G.I Pipes 92 32 Mm & 25 Mm Dia G.I Pipes 93 15Mm & 20 Mm Dia G.I Pipes 94 Providing And Fixing Of G.I Union In Existing G.I Pipes Line Cutting And Threadind The Pipes And Making Long Serews Including Excavation Refilling The Earth Or Cutting Of Wall And Making Good The Same Complete Wherever Required. 100 Mm Dia Nominal Bore 95 80 Mm Dia Nominal Bore 96 65 Mm Dia Nominal Bore 97 50 Mm Dia Nominal Bore 98 40 Mm Dia Nominal Bore 99 32 Mm Dia Nominal Bore 100 25 Mm Dia Nominal Bore 101 20 Mm Dia Nominal Bore 102 Returning / Refilling The Available Excavated Soil As Required In Layers Not Exceeding 20 Cm In Depth Including Consolidating Each Deposited Layer By Ramming , Watering Etc 103 Providing And Laying In Position Cement Concrate Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering -All Work Upto Plinth Level With ( 1:3:6 ) 104 Providing And Laying In Position Cement Concrete Of Specified Gradeincluding Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:1½:3 ( 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20 Mm Nominal Size ) 105 Dismantling Old Plaster Or Skirting, Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Meters Lead. 106 12Mm Cement Plasterfinished With A Floating Coat Of Neat Cement Of Mix: 1 : 3 ( 1 Cement : 3 Fine Sand ) 107 Random Rubble Masonry With Hard Stone From Nallah In Foundation Andplinth Including Levelling Up With Cement Concrete 1:6:12 ( 1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate; 20Mm Normal Size ) At Plinth Level With Cement Mortar 1: ) 1 Cement: 6Coarse Sand. 108 Welding Including Transportation Of Plant At Site Etc.Complete By Gas Plant 109 By Electric Plant 110 Clearing Snow ( With Frost ) From Roads.Manually Using Picks And Shovels; Snow Depth Upto 150 Mm 111 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approvedquality ( Screwed End ) 25 Mm Nominal Bore 112 20 Mm Nominal Bore 113 32 Mm Nominal Bore 114 40 Mm Nominal Bore 115 50 Mm Nominal Bore 116 65 Mm Nominal Bore 117 80 Mm Nominal Bore 118 Silt Clearance From Canals. Inclusive Of Initial Lead And Lift ( 50M & 1.5Mrespectively ) Wet 119 Structuralsteel Work In Single Section, Fixedwith Or Without Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 120 Finishing Walls With Water Proofing Cement Paint Of Required Shade On Old Work ( Two Or More Coats Applied @ 2.20 Kg / 10Sqm )

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