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

Maintenance Repair, Restoration Of Damages Emergent / Urgent Nature Of Works Minor Extensions Of Various Water Supply Schemes In Kuntwaraand 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 06Km 4 07Km 5 08Km 6 09Km 7 10Km 8 13Km 9 16Km 10 Carriage Of Cement From Nearest Source To Site Of Work By Mechanical Transportfor An Average Distance Of 15 Km. 11 Carriage Of Cement From Road Side To Site Of Work By Manual Labor For An Average Distance Of06 Km. 12 07Km 13 08Km 14 09Km 15 10Km 16 13Km 17 16Km 18 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. 19 Carriage Of Sand From Road Side To Site Of Work By Manual Labor For An Average Distance Of 01 Km. 20 06Km 21 07Km 22 08Km 23 09Km 24 10Km 25 13Km 26 16Km 27 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. 28 Carriage Of 20Mm Stone Aggregate From Road Side To Site Of Work By Manual Labor For An Average Distance Of01 Km. 29 06Km 30 07Km 31 08Km 32 09Km 33 10Km 34 13Km 35 16Km 36 Carriage Of Stone From Road Side To Site Of Work By Manual Labor For An Average Distance Of01 Km. 37 02Km 38 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 39 Water Bound Macadam Road 40 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. 41 Providing Andfitting Ofg.I. Pipes Complete With G.I Fitting Excliding Trenching & Refilling Etc. ( External Work ) 100Mm Dia Nominal Bore 42 80 Mm Dia Nominal Bore ( Light ) 43 65 Mm Dia Nominal Bore ( Light ) 44 50 Mm Dia Nominal Bore ( Light ) 45 40 Mm Dia Nominal Bore ( Light ) 46 32 Mm Dia Nominal Bore ( Light ) 47 25 Mm Dia Nominal Bore ( Light ) 48 20 Mm Dia Nominal Bore ( Light ) 49 15 Mm Dia Nominal Bore ( Light ) 50 Providing Andfitting Ofhdep Pipes Complete With G.I Fitting Excliding Trenching & Refilling Etc. ( Pressure-10 ) 90 Mm Dia Nominal Bore 51 75 Mm Dia Nominal Bore 52 63Mm Dia Nominal Bore 53 50 Mm Dia Nominal Bore 54 40 Mm Dia Nominal Bore 55 32 Mm Dia Nominal Bore 56 25 Mm Dia Nominal Bore 57 Laying Andfitting Of Hdep Pipes Complete With G.I Fitting Excluding Cost Of Pipess, Fitting And Earthwork90 Mm Dia Nominal Bore 58 75 Mm Dia Nominal Bore 59 63Mm Dia Nominal Bore 60 50 Mm Dia Nominal Bore 61 40 Mm Dia Nominal Bore 62 32 Mm Dia Nominal Bore 63 25 Mm Dia Nominal Bore 64 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 Lead Above 40 Mm Dia Nominal Bore 65 15 Mm To 40 Mm Dia Nominal Bore 66 Providing And Fixing Ofg.I Union In G.I Pipes Including Cutting And Threadind The Pipes And Making Long Serews Etc.Complete New Work 100 Mm Dia Nominal Bore 67 80 Mm Dia Nominal Bore 68 65 Mm Dia Nominal Bore 69 50 Mm Dia Nominal Bore 70 40 Mm Dia Nominal Bore 71 32 Mm Dia Nominal Bore 72 25 Mm Dia Nominal Bore 73 20 Mm Dia Nominal Bore 74 Laying Andfitting Ofg.I. Pipes ( All Classes ) Completeexcliding Cost Of Pipes, Fitting And Earth Work150 Mm & 100 Mm Dia G.I Pipes 75 80 Mm & 65 Mm Dia G.I Pipes 76 50 Mm & 40 Mm Dia G.I Pipes 77 32 Mm & 25 Mm Dia G.I Pipes 78 15Mm & 20 Mm Dia G.I Pipes 79 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 80 80 Mm Dia Nominal Bore 81 65 Mm Dia Nominal Bore 82 50 Mm Dia Nominal Bore 83 40 Mm Dia Nominal Bore 84 32 Mm Dia Nominal Bore 85 25 Mm Dia Nominal Bore 86 20 Mm Dia Nominal Bore 87 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 88 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 ) 89 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 ) 90 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. 91 12Mm Cement Plasterfinished With A Floating Coat Of Neat Cement Of Mix: 1 : 3 ( 1 Cement : 3 Fine Sand ) 92 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. 93 Welding Including Transportation Of Plant At Site Etc.Complete By Gas Plant 94 By Electric Plant 95 Clearing Snow ( With Frost ) From Roads.Manually Using Picks And Shovels; Snow Depth Upto 150 Mm 96 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approvedquality ( Screwed End ) 25Mm Dia Nominal Bore 97 20 Mm Nominal Bore 98 32 Mm Nominal Bore 99 40 Mm Nominal Bore 100 50 Mm Nominal Bore 101 65 Mm Nominal Bore 102 80 Mm Nominal Bore 103 Silt Clearance From Canals. Inclusive Of Initial Lead And Lift ( 50M & 1.5Mrespectively ) Wet 104 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. 105 Finishing Walls With Water Proofing Cement Paint Of Required Shade On Old Work ( Two Or More Coats Applied @ 2.20 Kg / 10Sqm )

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	16-07-2022	DE	Date	20-07-2022

INR 600 /-

INR 5000.0 /-

Refer document