Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Composite Works In Hilly Area ( Terrain ) Of Jammu District For Execution Of Jal Jeevan Mission ( Jjm ) Works Costing Above 300.00 Lacs To 1000.00 Lacs And, JAMMU-Jammu And Kashmir

Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Composite Works In Hilly Area ( Terrain ) Of Jammu District For Execution Of Jal Jeevan Mission ( Jjm ) Works Costing Above 300.00 Lacs To 1000.00 Lacs And Above ( Gr- 1 Earth Work In Excavation By Manual Means Over Area ( Exceeding 30 Cm And Upto 1.5M In Depth, 1.50Mtr In Width As Well As 10 Sqm On Plan ) Including Disposal Of Excavated Earth Pto 1.0 Mtr For Cutting Edge, Disosed Earth To Be Levelled And Neatly Dressed. ( All Kind Of Soil 70% And Soft Rock 30% ) 2 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: 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 3 Providing And Fixing M.S. Manhole Cover Rectangular With Frame 0.60 Mtr X 0.60 Mtr. Fabricated Out Of 25X25x6mm Thick Angle Iron With Ms Sheet 1.25Mm Thick With Locking Arrangement. The Cover Is Tobe Grouted In Cement Concrete 1:2:4 Complete As Directed By Engineer-In-Charge. 4 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 ) 5 Providing And Laying In Postion Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Excluding The Cost Of Centering And Shuttering, Finishing And Reinforcement Including Ad Mixture In Recomended Proportions As Per Is:9103 To Accerlate, Retarder For Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Directions Of Engineer-In Charge. Note: Cement In This Item Is @ 330Kg / Cum. Excess Or Less Cement Used As Per Design Mix Is Content Considered Payable Or Recoverable Seperately. 6 Providing And Laying In Postion Machine Batched And Machine Mixed Design Mix M-30 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Excluding The Cost Of Centering And Shuttering, Finishing And Reinforcement Including Ad Mixture In Recomended Proportions As Per Is:9103 To Accerlate, Retarder For Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Directions Of Engineer-In Charge. Note: Cement In This Item Is @ 340Kg / Cum. Excess Or Less Cement Used As Per Design Mix Is Content Considered Payable Or Recoverable Seperately. 7 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15°, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Upto Five Level Including Curing But Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement With 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 8 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 ) 9 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500. 10 Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work ( Two Or More Coats Applied @ 3.84 Kg / 10Sqm ) 11 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete.Note:- Extra For Shuttering In Circular Work Shall Be Paid @20% Of The Rate Quoted By The Contractorfor The Respective Item. 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc.Note:- Extra For Shuttering In Circular Work Shall Be Paid @20% Of The Rate Quoted By The Contractorfor The Respective Item. 13 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers.Note:- Extra For Shuttering In Circular Work Shall Be Paid @20% Of The Rate Quoted By The Contractorfor The Respective Item. 14 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platforms. Note:- Extra For Shuttering In Circular Work Shall Be Paid @20% Of The Rate Quoted By The Contractorfor The Respective Item. 15 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Edges Of Slabs And Breaks In Floors And Walls. Upto 20 Cm Wide.Note:- Extra For Shuttering In Circular Work Shall Be Paid @20% Of The Rate Quoted By The Contractorfor The Respective Item. 16 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Above 20 Cm Wide. Note:- Extra For Shuttering In Circular Work Shall Be Paid @20% Of The Rate Quoted By The Contractorfor The Respective Item. 17 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Arches, Domes, Vaults Upto 6 M Span. Note:- Extra For Shuttering In Circular Work Shall Be Paid @20% Of The Rate Quoted By The Contractorfor The Respective Item. 18 Cement Concrete Flooring 1:2:4 ( 1Cement: 2 Coarse Sand: 4 Graded Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry And Curing Complete, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate 19 12Mm Cement Plaster Of Mix 1:3 ( 1 Cement:3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement Internal Wall 20 Extra For Plaster In Circular Works Not Exceeding 6 M In Radius: In One Coat. 21 Providing And Mixing Water Proofing Material In Cement Concrete Work In Doses By Weight Of Cement As Per Manufacturer’S Specification. ( 1 Kg Of Water Proofing Material In 50 Kg Of Cement ) 22 Providing And Incorporating ( During Concreting ) Gp Sheet Strings Water Seal 1.25 Mm Nominal Thick At Const Joints Including Ends So As To Form A Continous Barrice Strips Area Excluding Laps To Be Measured 23 Fixing G.I. Pipes Complete With G.I. Fittings Excluding Trenching And Refilling Etc. ( External Work ) 100 Mm Dia. ( Medium ) Nominal Bore For Washout / Delivery Main / Welded With M.S. Plate 1.25 Mm Thick 150 X 150 Mm Size Etc. Complete Excluding Cost Of Pipe. 24 Providing And Fixing Upvc Plain Bends With Access Door Of Size 100 Mm Dia Complete With Gasket And Clamps. 25 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 26 Earth Work In Excavation By Manual Means In Trenches For Foundation Drains, Pipes Cables Etc Not Exceeding 1.5 M In Depth, 1.50 M In Width And For Shaft, Wells, Cesspits And The Like Not Exceeding10sqm On Plan, Including Dressing Of Site And Ramming Of Bottom Lift Upto 1.5 M Including Getting Out Excavated Earth And Disposalof Surplus Excavated Earth As Directed. All Kind Of Soil 27 12Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix: 1 : 3 ( 1 Cement : 3 Fine Sand ) 28 Providing And Fixing Glass Strips In Joints Of Cement Concrete Flooring 40 Mm Vide And 4 Mm Thick 29 15Mm Cement Plaster Of Mix 1:6 ( 1 Cement:6 Coarse Sand ) Finished With A Floating Coat Of Neat Cement Internal Wall 30 Dumping Stone Including Cost Of Stones. In Horizontal On Level 31 Supplying And Fixing Rolling Shutter Of Approved Make, Made Of Required Size M.S Laths Interlocked Together Through The Entire Length And Jointly Together At The End By End Locks Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Spring Manufacture From High Tensile Steel Wire Strength Confirming To Is 4454 And Ms Top Cover Of Required Thickness For Rolling Shutter ( 80 X 1.20 Mm M.S. Laths With 1.20 Mm Thick Top Cover 32 12Mm Cement Sand Plaster 1:6 Mix 33 Dumping Of Stone Excluding Cost Of Stones, In Horizontal On Level 34 Supply Of Stone Of Size 225 Mm And Above 35 Providing And Laying Dpc 40 Mm Thick With Cement Oncrete 1:2:4 ( 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate 12.5Mm Nominal Size Crushed ) 36 Brick Work With Common Burnt Clay ( Non-Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 37 Extra For Brick Work With Common Burnt Clay Bricks / Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level 38 Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls ( Any Thickness ) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchors Blocks, Plain Window Sills, Fillets Etc Upto Floor V Level, Including Curing But Excluding The Cost Of Centering, Shutteringand Finishing With. 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 39 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 Approved Steel Primer. Using M.S. Angles 40X40x6mm For Diagonal Braces 40 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc Including Priming Coat With Approved Steel Primer All Complete.Fixed To Steel Windows By Welding. 41 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix 1: 4 ( 1 Cement : 4 Coarse Sand ) 42 10 Cm Thick Mud Phaska Of Dempered Brick Earth Roof Laid To Slope Consoliated And Plasterted With 25 Mm Thick Mud Mortar Mixed With Busha At 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 ( 1 Clay:1 Cow Dung ) And Covered With Flat Tiled Brick Of Class Designation 100 Grouted With Cement Mortar 1:3 ( 1 Cement, 3 Fine Sand ) Mixed With 2% Of Integral Water Proofing Compound Weight Of Cement And Finshing Neat Using Fps Tiles. 43 Cement Concrete Flooring 1:2:4 ( 1Cement: 2 Coarse Sand: 4 Graded Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry And Curing Complete, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 50Mm Thick With 20 Mm Nominal Size Stone Aggregate 44 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand 6 Graded Stone Aggregate 20 Mm Nominal Size ) Over 75 Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishingthe Top Smooth And Curing Complete 45 White Washing With Lime To Give An Even Shade On New Work ( Three Or More Coats ) 46 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work 47 Providing And Fixing Ofismb 200 At Top Of Tube Well Building For Holding Chain Block 48 Carriage Of Stone By An Average Distance Of 25 Km By Mechanical Transport And Average Distance Of 800Mts By Manual Meansincluding Loading, Unloading And Stacking Complete . 49 Carriage Of Bricks In All Terrains Through A Lead Of 25 Km By Mechanical Transport And Average Distance Of 500Mts By Manual Means Including Cost Of Loading, Unloading And Stacking Complete 50 Carriage Of Brick Tilesin All Terrains Through A Lead Of 25 Km By Mechanical Transport And Average Distance Of 500Mts By Manual Means Including Cost Of Loading, Unloading And Stacking Complete 51 Carriage Of G.I Pipes From Procurement Storeto Site Of Work Average Distance Of 65 Km By Mechanical Transport Including Cost Of Loading, Unloading And Stacking Complete 52 Carriage Of G.I Pipes Fromdivisonal Store Akhnoor To Site Of Work Average Distance Of 35 Km By Mechanical Transportincludingloading, Unloading And Stacking Complete 53 Carriage Of G.I Pipes By Manual Means From Road Side To Actual Site Of Work Average Distance Of 1 Km By Manual Meansincluding Cost Of Loading, Unloading And Stacking Complete 54 Carriage Of Cement & Steelin All Terrains Through Average Distance Of Lead Up To 30 Km By Mechanical Transport And 800 M By Manual Means Including Cost Of Loading, Unloading And Stacking Complete 55 Cement 56 Steel 57 Carriage Of Sand / Stone / Dust / Quarrymuck / Moorum / Other Aggregate Of Maximum Size 6 Mm, By Mechanical Transport And 600 M By Manual Means Including Loading, Unloading And Stacking Complete 58 Internal Concealed Electrification Includingunder Ground Conduit Pipes, Wiring, Steel Boxes And Switches For 4 No Light Points ( Internal ) With Holder And Led Bulbs And External 4 Nos With Led Security Lights With Required M.S. Bracket For Mounting ( External Grade ) Including Service Line Upto 10 M Complete As Directed By Engr In Charge. 59 Carriage Of Stone Aggregate Ofsize 06 To 26.5 Mm By Mechanical Transport In All Terrains Through Average Distance Of Lead Up To 25 Km By Mechanical Transport And 800 M By Manual Means Including Cost Of Loading, Unloading And Stacking 60 Carriage Of Stone Aggregate Above 40 Mm In All Terrains Through A Lead Up To 25Kms By Mechanical Transport And 800 M By Manual Means Includingloading, Unloading And Stacking 61 Carriage Of Stone By An Average Of 45 Km By Mt And Average 600 M By Manual Means Including Cost Of Loading, Unloading And Stacking Complete 62 Carriage Of Bricksin All Terrains Through A Lead Of 55 Km By Mechanical Transport And Average Of 700Mts By Manual Meansincluding Loading, Unloading And Stacking Complete 63 Carriage Of G.I Pipes From Procurement Store Jammu To Site Of Work Average Distance 65 Km By Mechanical Transport Including Loading, Unloading And Stacking Complete 64 Carriage Of G.I Pipes By Manual Means From Road Side To Actual Site Of Work Average 1 Km By Manual Means Including Loading, Unloading And Stacking Complete 65 Carriage Of Cement & Steelby Mechanical Transport In All Terrains Throughaverage Distance Of Lead Up To 30Km By Mechanical Transport And 500 M By Manual Means Including Loading, Unloading And Stacking 66 Cement 67 Steel 68 Carriage Of Stone Aggregate Of Size6 To 26.5 Mm In All Terrains Through Average Distance Of Lead Up To 45 Km By Mechanical Transport And 800 M By Manual Means Including Loading, Unloading And Stacking 69 Carriage Of Sand / Stone / Dust / Quarrymuck / Moorum / Other Aggregate Of Maximum Size6 Mm, By 40 Km Mt And 500 M By Manual Means Including Loading, Unloading And Stacking Complete 70 Carriage Of Sand / Stone Dust / Quarry Muck / Moorum / Other Aggregate Of Max Size Upto 6Mmin All Terrains Through Average Lead Of 25 Km By Mechanical Transport And 100 M Manual Means Including Loading, Unloading And Stacking Complete 71 Half Brick Masonry With Common Burnt Clay ( Non-Modular ) Bricks Of Class Designation 7.5 In Foundations And Plinth Including Curing In : 72 Extra Half Brick Masanory Super Structure Above Plinth Level Upto Floor V Level 73 Steel Work Welded In Built Up Sections / Framed Work Inculding Cutting, Hoisting, Fixing In Postion And Applying A Priming Coat Of Approved Steel Primer Using Structural Etc As Required In Grating Frames Guard Bar Ladders, Railing Brackets, Gtes And Similar 74 Filling Available In Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundation Etc, In Layers Not Exceeding 20 Mm Depth, Consolidating Each Deposited Layer By Ramming And Watering Lead Upto 1.5 M 75 Arc Welding At Site Of Work Including Mobilization Of Welding Set And Necessary Arranagement Of Power Including Cost Of Welding Rods For Manifolds, Bends And The Like Complete . 76 Laying & Fitting Of New Pipelines Of Galvanised Iron Pipe Includinglabour For Jointing & Fitting Of Gi Specials Including Tees, Elbows, Bends, Additional Sockets, Unions, Reducer Sockets Etc, Testing, Disinfection And Commissioning, Complete As Per The Directions Of The Engineer In Charge. 77 Gi Pipe 150 Mm Dia Nominal Bore 78 G.I Pipes100 Mm Dia ( M ) Nominal Bore 79 Gi Pipe 100 Mm Dia Nominal Bore 80 G.I Pipe 80 Mm Dia ( M ) Nominal Bore 81 G.I Pipe 65 Mm Dia ( M ) Nominal Bore 82 Gi Pipe 65 Mm Dia Nominal Bore 83 Gi Pipe 65 Mm Dia Nominal Bore 84 Gi Pipe 50 Mm Dia Nominal Bore 85 Gi Pipe 40 Mm Dia Nominal Bore 86 Gi Pipe 32 Mm Dia Nominal Bore 87 Gi Pipe 25 Mm Dia Nominal Bore 88 Gi Pipe 20 Mm Dia Nominal Bore 89 Gi Pipe 15 Mm Dia Nominal Bore 90 Installation Of Functional House Tap Connection; The Work Shall Consist Of Laying And Fitting Of Requisite Pipes And Fittings, Providing Andfitting Brass Furrule, Brass Bib Cock Which Shall Be As Per Is: Specifications Including Boring And Taping The Main G.I. Pipe Lineall As Approved By Engineer-In-Charge. 91 Hand- Packing Stones In Wire-Crates, Excluding Cost Of Crates And Stones 92 Supply Of Knitted Machine Woven G.I. Wire Crates Of Size 6 M X1.5 M X 1.5 M With 12 Gauge Wire Thickness 93 Carriage Of Stones Average Distance Of 10 Km By Mechanical Transport Including Loading, Unloading And Stacking Complete 94 Carriage Of Knitted Wire-Crates Average Distance Of 20 Km By Mechanical Transport Including Cost Of Loading, Unloading And Stacking Complete 95 Dismantling Of Old Plaster Or Skiriting, Racking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubish To The Dumping Ground With In 50 Mtr Lead 96 Providing And Fixing On Walls For Unplasticized Rigid Pvc Rain Water Pipes Including Jointing With Seal Ring 80Mm Dia And Necessary Clampsas Required At Site. 97 Providing And Fixing 35 Mm Thick Paneled And Glazedshutters For Door And Window Including Ms Butt Hingesand Necessary Screws Isi Marked Ms Pressed Bright Finished Butt Hinges With Necessary Screws Of Required Size In Second Class Deodar Wood. 98 Providing And Fixing 35 Mm Thick Wire Guaze Shutters Using Galvanised M.S Wire Guaze Of Avg. Width For Aperture 1.4Mm In Both Direction With Wire Of Dia 0.63 Mm For Doors, Windows And Clerestory Windows With Hinges And Necessary Screws Isi Marked Ms Pressed Bright Finished Butt Hinges With Necessary Screws Of Required Size In Second Class Deodar Wood. 99 Providing And Fixing Of Bright / Matt Finished Steel Handle Of Approved Quality Make With Necessary Screws Etc All Complete 125Mm 100 Providing And Fixing Of Oxidised Mild Steel Tower Bolts ( Barrel Type ) 150 X 10Mm 101 Fixing G.I. Pipes Complete With G.I. Fittings Excluding Trenching And Refilling Etc. ( External Work ) 100 Mm Dia. ( Medium ) Nominal Bore For Washout / Delivery Main / Welded With M.S. Plate 1.25 Mm Thick 150 X 150 Mm Size Etc. Complete Excluding Cost Of Pipe. 102 Earth Work In Excavation By Manual Means Over Area ( Exceeding 30Cm And Upto 1.5M In Depth, 1.50Mtr In Width As Well As 10Sqm On Plan ) Including Disposal Of Excavated Earth Pto 1.0 Mtr For Cutting Dge, Disosed Earth To Be Levelled And Neatly Dressed. ( All Kind Of Soil 70% And Soft Rock 30% ) Note:- Extra Rates For Quantaties Of Earth Works Executed In Or Under Water And / Or Liquid Mud, Including Pumping Out Water As Required. ( The Extra Percentage Rate Is Applicable In Respect Of Each Item But Limited To Quantaties Of Work Executed In These Difficult Conditions . The Unit Namely , Meter Depth To Be Considered For Payment Shall Be The Depth Measured From The Sub Soil Water Level Uptothe Center Of Gravity Of The Quantity Executed In Difficultconditions. The Depth Shall Be Reckoned Correct To 0.1 Meter, 0.05 Meteror More Shallbe Taken As 0.1Meter And Less Than 0.05 Meter Ignored. ( 20% Of The Rate Of The Item ) 103 Extra For Additional Lift Of 1.5 M Or Part Thereof In All Kind Of Soils 70% And Soft Rock 30% 104 1St Lift 105 2Nd Lift 106 3Rd Lift 107 4Th Lift 108 5Th Lift 109 6Th Lift 110 Reinforced Cement Concrete Work In Well-Steining 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 ) 111 Dismantling G.I. Pipes ( External Work ) Including Excavation And Refilling Trenches After Taking Out The Pipes, Manually / By Mechanicalmeans Including Stacking ( For Reuse Over Item 76 Of This Boq ) Of Pipes Within 50 Meters Lead As Per Direction Of Engineer-In-Charge : Below 40Mm 112 Dismantling G.I. Pipes ( External Work ) Including Excavation And Refilling Trenches After Taking Out The Pipes, Manually / By Mechanicalmeans Including Stacking ( For Reuse Under Item 68 Of This Boq ) Of Pipes Within 50 Meters Lead As Per Direction Of Engineer-In-Charge : Above 40Mm 113 Mech Part 114 Providing Installation Testing And Commissioning Of 1500 Gph X 100 Mhead Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 115 Providing Installation Testing And Commissioning Of2000 Gph X 100 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 116 Providing Installation Testing And Commissioning Of 3000 Gph X 60 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 117 Providing Installation Testing And Commissioning Of 3000 Gph X 100 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 118 Providing Installation Testing And Commissioning Of 3000 Gph X120 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 119 Providing Installation Testing And Commissioning Of 3000 Gph X150 Mhead Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 120 Providing Installation Testing And Commissioning Of 3000 Gph X 200 Mhead Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 121 Providing Installation Testing And Commissioning Of 4000 Gph X 100 Mhead Mono Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 122 Providing Installation Testing And Commissioning Of 4000 Gph X 100 Mhead Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 123 Providing Installation Testing And Commissioning Of 4000 Gph X 150 Mhead Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 124 Providing Installation Testing And Commissioning Of 4000 Gph X 200 Mhead Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 125 Providing Installation Testing And Commissioning Of 4500 Gph X 150Mhead Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 126 Providing Installation Testing And Commissioning Of 5000 Gph X 20 Mhead Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 127 Providing Installation Testing And Commissioning Of 5000 Gph X 100 Mhead Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 128 Providing Installation Testing And Commissioning Of 5000 Gph X 120 Mhead Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 129 Providing Installation Testing And Commissioning Of 5000 Gph X 40 M Head Mono Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 130 Providing Installation Testing And Commissioning Of 5000 Gph X 80 Mhead Mono Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 131 Providing Installation Testing And Commissioning Of 5000 Gph X120 Mhead Mono Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 132 Providing Installation Testing And Commissioning Of 5000 Gph X 50 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 133 Providing Installation Testing And Commissioning Of 5000 Gph X150 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 134 Providing Installation Testing And Commissioning Of 5000 Gph X 200 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 135 Providing Installation Testing And Commissioning Of 5500 Gph X 100 Mhead Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 136 Providing Installation Testing And Commissioning Of 6000 Gph X 100 M Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 137 Providing Installation Testing And Commissioning Of 6000Gphx120mtr Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 138 Providing Installation Testing And Commissioning Of 6000Gphx150mtr Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 139 Providing Installation Testing And Commissioning Of 7000Gphx100mtr Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 140 Providing Installation Testing And Commissioning Of 7000Gphx120mtr Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 141 Providing Installation Testing And Commissioning Of 8000Gphx20mtr Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 142 Providing Installation Testing And Commissioning Of 8000Gphx100mtr Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 143 Providing Installation Testing And Commissioning Of 10000Gphx150mtr Head Submersible Pump ( As Per Is 8034 ) Set Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 144 Providing Installation Testing And Commissioning Of 63 Kva Manual Voltage Stabilizer Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 145 Providing Installation Testing And Commissioning Of 100Kva Manual Voltage Stabilizer Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 146 Providing Installation Testing And Commissioning Of 150Kva Manual Voltage Stabilizer Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 147 Providing Installation Testing And Commissioning Of 250 Kva Manual Voltage Stabilizer Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 148 Design, Fabrication, Installation Testing And Commissioning Of Lt Control Pannel With One Incoming And Two Outgoing Along With Allied Electromechnaical Works ( All As Per The Scope Of Work Provided In The Bid Document ) 149 Design, Fabrication, Installation Testing And Commissioning Of Lt Control Pannel With One Incoming And Three Outgoing Along With Allied Electromechnaical Works ( All As Per The Scope Of Work Provided In The Bid Document ) 150 Providing Installation Testing And Commissioning Of 4000Gphx300 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 151 Providing Installation Testing And Commissioning Of 4500Gphx250 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 152 Providing Installation Testing And Commissioning Of 5000Gphx100 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 153 Providing Installation Testing And Commissioning Of 5000Gphx150 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 154 Providing Installation Testing And Commissioning Of 5000Gphx175 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 155 Providing Installation Testing And Commissioning Of 5000Gphx200 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 156 Providing Installation Testing And Commissioning Of 5000Gphx250 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 157 Providing Installation Testing And Commissioning Of 5000Gphx260 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 158 Providing Installation Testing And Commissioning Of 5000Gphx300 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 159 Providing Installation Testing And Commissioning Of 5000Gphx350 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 160 Providing Installation Testing And Commissioning Of 5500Gphx150 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 161 Providing Installation Testing And Commissioning Of 5500Gphx250 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 162 Providing Installation Testing And Commissioning Of 6000Gphx150 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 163 Providing Installation Testing And Commissioning Of 6000Gphx250 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 164 Providing Installation Testing And Commissioning Of 6000Gphx275 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 165 Providing Installation Testing And Commissioning Of 6000Gphx300 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 166 Providing Installation Testing And Commissioning Of 6000Gphx335 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 167 Providing Installation Testing And Commissioning Of 7000Gphx50 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 168 Providing Installation Testing And Commissioning Of 7000Gphx200 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 169 Providing Installation Testing And Commissioning Of 7000Gphx250 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 170 Providing Installation Testing And Commissioning Of 7000Gphx300 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 171 Providing Installation Testing And Commissioning Of 8000Gphx150 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 172 Providing Installation Testing And Commissioning Of 8000Gphx175 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 173 Providing Installation Testing And Commissioning Of 8000Gphx250 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 174 Providing Installation Testing And Commissioning Of 8000Gphx300 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 175 Providing Installation Testing And Commissioning Of 10000Gphx150 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 176 Providing Installation Testing And Commissioning Of 10000Gphx200 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 177 Providing Installation Testing And Commissioning Of 10000Gphx250 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 178 Providing Installation Testing And Commissioning Of 10000Gphx300 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 179 Providing Installation Testing And Commissioning Of 10000Gphx335 Mtr Head Hc Pump Set ( As Per Is 1520 ) Along With Allied Works. ( All As Per The Scope Of Work Provided In The Bid Document ) 180 Design, Construction, Testing And Commissioning Of Rcc Oht Based On Approved Drawings And Specifications To Be Read With General Conditions Of The Contract With Architectural Features Of 1.00 Lakhs Gallons Capacity With Single Compartment And 17.00 Meters Staging Height Supported On Rectangular / Square Columns Only Including Providing Andfixing Of D.I Pipeline Fittings For Inlet, Outlet Scour And Overflow Delivering Upto Disposal Point & Providing And Fixing Of All Accessories Such As Lightening Arrestor, Digital Water Level Indicator, R.C.C. Stairs From Ground Level To Top Landing Along Outside Columns, Rcc Ladder From Top Landing To Gallery, Rcc Steps Along The Tank From Gallery To Top Dome, Side Steel Railing Upto Dome Of Oht With Stairs Within The Reservoir Upto The Bed From The Manhole Of The Tank, Gallery To Top Of Dome And Inside The Tank With Side Steel Railing, Ventilating Cowls Valve Pit With Proper Flooring Cover, Manhole Covers With Frame And M.S. Railing For Stairs And At Root Flooring, Vertical D.I. Pipelines And Standard D.I. Pipe Fitting Etc. All Complete. The Top Water Container Should Be Preferably Cylindrical In Shape, Shaft For Support Shall Not Be Permitted. The Foundation, Columns Bearing Etc. Shall Be Designed And Constructed So As To Have A Provision For The Construction Of A Single Storey Building Between The G.L. Bracing And First Bracing With Rcc Roof Slab And Bricks Walls For Store Accommodation. The Position Of The Bracing Shall Be So Fixed That The Height Of Floor Is Approximately 3.50 M And The Top Of Ground Level Bracing Is 0.60 M Above General Ground Level To Provide For Plinth. The Average Safe Bearing Capacity Of Soilin The Area Is 10 Ton / M².The Sbc Shall Be Conducted By The Contractor By Bore Log Method Form A Nabl Testing Agency, Using M-30 Design Mix Concrete ) . The Reinforcementto Be Used For The Construction Of These Ohts Shall Be Of Grade Fe-500 Confirming To Is-1786 Latest Revision. ( Location Of Ohts 1.Darakari-1 No, ) . 181 212. A ) Additional Rate For Bearing Capacity Below 10 Ton / M² 182 212. B ) Rate To Be Deducted For Bearing Capacity Above 10 Ton / M² 183 Design, Construction, Testing And Commissioning Of Rcc Oht Based On Approved Drawings And Specifications To Be Read With General Conditions Of The Contract With Architectural Features Of 0.50 Lakhs Gallons Capacity With Single Compartment And 17.00 Meters Staging Height Supported On Rectangular / Square Columns Only Including Providing Andfixing Of D.I Pipeline Fittings For Inlet, Outlet Scour And Overflow Delivering Upto Disposal Point & Providing And Fixing Of All Accessories Such As Lightening Arrestor, Digital Water Level Indicator, R.C.C. Stairs From Ground Level To Top Landing Along Outside Columns, Rcc Ladder From Top Landing To Gallery, Rcc Steps Along The Tank From Gallery To Top Dome, Side Steel Railing Upto Dome Of Oht With Stairs Within The Reservoir Upto The Bed From The Manhole Of The Tank, Gallery To Top Of Dome And Inside The Tank With Side Steel Railing, Ventilating Cowls Valve Pit With Proper Flooring Cover, Manhole Covers With Frame And M.S. Railing For Stairs And At Root Flooring, Vertical D.I. Pipelines And Standard D.I. Pipe Fitting Etc. All Complete. The Top Water Container Should Be Preferably Cylindrical In Shape, Shaft For Support Shall Not Be Permitted. The Foundation, Columns Bearing Etc. Shall Be Designed And Constructed So As To Have A Provision For The Construction Of A Single Storey Building Between The G.L. Bracing And First Bracing With Rcc Roof Slab And Bricks Walls For Store Accommodation. The Position Of The Bracing Shall Be So Fixed That The Height Of Floor Is Approximately 3.50 M And The Top Of Ground Level Bracing Is 0.60 M Above General Ground Level To Provide For Plinth. The Average Safe Bearing Capacity Of Soilin The Area Is 10 Ton / M² At Depth Of 2.1 Mtr. ( To Be Provided By Concerned Division ) . The Sbc Shall Be Conducted By The Contractor By Bore Log Method Form A Nabl Testing Agency, Using M-30 Design Mix Concrete ) ..The Reinforcementto Be Used For The Construction Of These Ohts Shall Be Of Grade Fe-500 Confirming To Is-1786 Latest Revision. ( Location Of Ohts 1.Jadhbhagtan-1 No, 2. Manda- 1 No, 3. Harizan Mohalla Karangi-1 No, 4.Bhardha Kalan ) . 184 213. A ) Additional Rate For Bearing Capacity Below 10 Ton / M² 185 213. B ) Rate To Be Deducted For Bearing Capacity Above 10 Ton / M² 186 Design, Construction, Testing And Commissioning Of Rcc Oht Based On Approved Drawings And Specifications To Be Read With General Conditions Of The Contract With Architectural Features Of 0.30 Lakhs Gallons Capacity With Single Compartment And 17.00 Meters Staging Height Supported On Rectangular / Square Columns Only Including Providing Andfixing Of D.I Pipeline Fittings For Inlet, Outlet Scour And Overflow Delivering Upto Disposal Point & Providing And Fixing Of All Accessories Such As Lightening Arrestor, Digital Water Level Indicator, R.C.C. Stairs From Ground Level To Top Landing Along Outside Columns, Rcc Ladder From Top Landing To Gallery, Rcc Steps Along The Tank From Gallery To Top Dome, Side Steel Railing Upto Dome Of Oht With Stairs Within The Reservoir Upto The Bed From The Manhole Of The Tank, Gallery To Top Of Dome And Inside The Tank With Side Steel Railing, Ventilating Cowls Valve Pit With Proper Flooring Cover, Manhole Covers With Frame And M.S. Railing For Stairs And At Root Flooring, Vertical D.I. Pipelines And Standard D.I. Pipe Fitting Etc. All Complete. The Top Water Container Should Be Preferably Cylindrical In Shape, Shaft For Support Shall Not Be Permitted. The Foundation, Columns Bearing Etc. Shall Be Designed And Constructed So As To Have A Provision For The Construction Of A Single Storey Building Between The G.L. Bracing And First Bracing With Rcc Roof Slab And Bricks Walls For Store Accommodation. The Position Of The Bracing Shall Be So Fixed That The Height Of Floor Is Approximately 3.50 M And The Top Of Ground Level Bracing Is 0.60 M Above General Ground Level To Provide For Plinth. The Average Safe Bearing Capacity Of Soilin The Area Is 10 Ton / M² . The Sbc Shall Be Conducted By The Contractor By Bore Log Method Form A Nabl Testing Agency, Using M-30 Design Mix Concrete ) . The Reinforcementto Be Used For The Construction Of These Ohts Shall Be Of Grade Fe-500 Confirming To Is-1786 Latest Revision. ( Location Of Ohts 1, Kamaliyan-1 No, 2. Karkhana- 1 No, 3. Moh Bhagat Gurha Jagir-1 No, 4. Thathi Palwan- 1 No ) . 187 214. A ) Additional Rate For Bearing Capacity Below 10 Ton / M² 188 214. B ) Rate To Be Deducted For Bearing Capacity Above 10 Ton / M² 189 Extra For Every Additional Bearing Capacity @ 2 Ton / Sqm On The Lesser Side W.R.T. Bearing Capacity Mentioned In This Boq 190 Deep Drilling, Design Of Liner Assembly, Shrouding Of Gravel, Development, Stablization, Testing And Commissioning Of 530Mm Diameter Tube Well, Complete, By Any Suitable Method Direct Roatary / Reverse Rotary / Dual Rotary Method Required At Site With Safe Discharge Of 4500Gph Atpanjgrain, , Gura Jagir, Pail, Sumah Smoti, Jad Bhagtan, , Maira Manderian, Balgara, Kotli Hari Singh, Nardi, Barui Sangaani , Gharattal & Bharda Kalan ( 200 M ) For Average Depth Of 200 M ( Rate To Be Quoted As Per The Below Mentioned Items ) . .............................................. ( Total Units 13 ) ( Note: Any Other Item To Be Executed As Per Site And Job Requirement, Including But Not Limited To Clearing Of Site By Way Of Bush Cutting, Making Approach Road, Shfifting Of Machinery And Allied Material, Preparation Of Site, Proper Levelling For Installlation Of Machinery Etc, Shall Be Deemed To Be Included In The Below Quoted Rates ) 191 Drilling Of Gravel Packed Bore Hole Of 530 Mm Diameter By Way Of Reverse / Direct Roatary / Dual Rotary Whichever Is Suitable At Site Exculding Cost Of Blind And Slotted Pipes For An Average Depth Of 200 M Or Till Attaining Adequate Water Bearing Strata.A ) From G.L. To 150 M Bgl. 192 B ) From 150 M Bgl To Average Depth 200 M Bgl ( To Be Written As At S.No.1 ) Or Above.Note:- In Case Of Increase Or Decrease In The Bgl Depth From The 150 M ( Average Depth As Per S.No. 1 Above To Be Written ) , As Per Site Requirement, To Be Certified By Competent Authority / Third Party Inspection Agency Engaged By The Department, The Payment Shall Be Made With Corresponding Additon Or Deduction, As Per The Alloted Rates For Such Depth, Bgl. 193 Providing And Lowering Of 300Mm Dia, 08Mm Thickness, Liner Assembly, As Per Is Code 4270 After Welding Of Each Joint Upto The Desired Length And Design Approved By The Competent Authority.Note:- In Case Of Increase Or Decrease In The Bgl Depth From The 150 Mtrs ( Average Depth As Per S.No. 1 Above To Be Written ) , As Per Site Requirement, To Be Certified By Competent Authority / Third Party Inspection Agency Engaged By The Department, The Payment Shall Be Made With Corresponding Additon Or Deduction, As Per The Alloted Rates For Such Depth, Bgl. 194 Provding Of Pea Shaped Gravel As Per Is- 4097 Of 1967 With Latest Amendments For Gravel Packing Of Tube Well And Shrouding After Drilling, Development And Stablization Of Tube Well. 195 Development Of Bore Hole By Air Compressor Of Adequate Capacity To Give Clear Potable Water Free Of Sand And Impurities At Various Strata For All Depths. 196 Stablization And Yield Testing Of Tube Well Using V.T / Subersible Pump Set ( As Per Is Code-Part-I 2800 Of 1991 & Is-2800 Part-Ii Of 1979 Reaffirmed With Upto Date Amendments ) To Achieve The Designed Quality Of Portable Drinking Water From The Tube Well, For All Depths. 197 Slotting Of Erw M.S Casing Pipe 300 Mm Dia 198 Fabrication, Providing / Fitting Of Steel Supporting Structure For Clamping Of Tube Well Housing Using 2 No. Parallel Ismb 250Mm Of 5 Meter Length And M S Angle 40 X 40 X 6Mm And M S Plate 10Mm And 1.00 X 1.00 X 1.00 M Each At Both Ends 199 Deep Drilling, Design Of Liner Assembly, Shrouding Of Gravel, Development, Stablization, Testing And Commissioning Of 530Mm Diameter Tube Well, Complete, By Any Suitable Method Direct Roatary / Reverse Rotary / Dual Rotary Method Required At Site With Safe Discharge Of 4500Gph Atkathar, Mawa Brahmana, Jandial, Tera, Panj Toot & Pallanwala Upper ( 250 M ) In All Type Of Strata To Suite Requirement And Conditions For Average Depth Of 250 M. ............................... ( Total Units 06 ) ( Rate To Be Quoted As Per The Below Mentioned Items ) . ( Note: Any Other Item To Be Executed As Per Site And Job Requirement, Including But Not Limited To Clearing Of Site By Way Of Bush Cutting, Making Approach Road, Shfifting Of Machinery And Allied Material, Preparation Of Site, Proper Levelling For Installlation Of Machinery Etc, Shall Be Deemed To Be Included In The Below Quoted Rates ) 200 Drilling Of Gravel Packed Bore Hole Of 530 Mm Diameter By Way Of Reverse / Direct Roatary / Dual Rotary Whichever Is Suitable At Site Exculding Cost Of Blind And Slotted Pipes For An Average Depth Of250 M Or Till Attaining Adequate Water Bearing Strata.A ) From G.L. To 150 M Bgl. 201 B ) From 150 M Bgl To Average Depth 250 M Bgl ( To Be Written As At S.No.1 ) Or Above.Note:- In Case Of Increase Or Decrease In The Bgl Depth From The 150 M ( Average Depth As Per S.No. 1 Above To Be Written ) , As Per Site Requirement, To Be Certified By Competent Authority / Third Party Inspection Agency Engaged By The Department, The Payment Shall Be Made With Corresponding Additon Or Deduction, As Per The Alloted Rates For Such Depth, Bgl. 202 Providing And Lowering Of 300Mm Dia, 08Mm Thickness, Liner Assembly, As Per Is Code 4270 After Welding Of Each Joint Upto The Desired Length And Design Approved By The Competent Authority.Note:- In Case Of Increase Or Decrease In The Bgl Depth From The 150 Mtrs ( Average Depth As Per S.No. 1 Above To Be Written ) , As Per Site Requirement, To Be Certified By Competent Authority / Third Party Inspection Agency Engaged By The Department, The Payment Shall Be Made With Corresponding Additon Or Deduction, As Per The Alloted Rates For Such Depth, Bgl. 203 Provding Of Pea Shaped Gravel As Per Is- 4097 Of 1967 With Latest Amendments For Gravel Packing Of Tube Well And Shrouding After Drilling, Development And Stablization Of Tube Well. 204 Development Of Bore Hole By Air Compressor Of Adequate Capacity To Give Clear Potable Water Free Of Sand And Impurities At Various Strata For All Depths. 205 Stablization And Yield Testing Of Tube Well Using V.T / Subersible Pump Set ( As Per Is Code-Part-I 2800 Of 1991 & Is-2800 Part-Ii Of 1979 Reaffirmed With Upto Date Amendments ) To Achieve The Designed Quality Of Portable Drinking Water From The Tube Well, For All Depths. 206 Slotting Of Erw M.S Casing Pipe 300 Mm Dia 207 Fabrication, Providing / Fitting Of Steel Supporting Structure For Clamping Of Tube Well Housing Using 2 No. Parallel Ismb 250Mm Of 5 Meter Length And M S Angle 40 X 40 X 6Mm And M S Plate 10Mm And 1.00 X 1.00 X 1.00 M Each At Both Ends 208 Deep Drilling, Design Of Liner Assembly, Shrouding Of Gravel, Development, Stablization, Testing And Commissioning Of 530Mm Diameter Tube Well, Complete, By Any Suitable Method Direct Roatary / Reverse Rotary / Dual Rotary Method Required At Site With Safe Discharge Of 4500Gph Atdhar Dharochan, Kaink, Bhalwal A&B, Dhanu, Bhagani, Kalah, Kharah, Battal & Serh ( 300 M ) In All Type Of Strata To Suite Requirement And Conditions For Average Depth Of 300 M................................ ( Total Units 9 ) ( Rate To Be Quoted As Per The Below Mentioned Items ) . ( Note: Any Other Item To Be Executed As Per Site And Job Requirement, Including But Not Limited To Clearing Of Site By Way Of Bush Cutting, Making Approach Road, Shfifting Of Machinery And Allied Material, Preparation Of Site, Proper Levelling For Installlation Of Machinery Etc, Shall Be Deemed To Be Included In The Below Quoted Rates ) 209 Drilling Of Gravel Packed Bore Hole Of 530 Mm Diameter By Way Of Reverse / Direct Roatary / Dual Rotary Whichever Is Suitable At Site Exculding Cost Of Blind And Slotted Pipes For An Average Depth Of 300 M Or Till Attaining Adequate Water Bearing Strata.A ) From G.L. To 150 M Bgl. 210 B ) From 150 M Bgl To Average Depth 300 M Bgl ( To Be Written As At S.No.1 ) Or Above.Note:- In Case Of Increase Or Decrease In The Bgl Depth From The 150 M ( Average Depth As Per S.No. 1 Above To Be Written ) , As Per Site Requirement, To Be Certified By Competent Authority / Third Party Inspection Agency Engaged By The Department, The Payment Shall Be Made With Corresponding Additon Or Deduction, As Per The Alloted Rates For Such Depth, Bgl. 211 Providing And Lowering Of 300Mm Dia, 08Mm Thickness, Liner Assembly, As Per Is Code 4270 After Welding Of Each Joint Upto The Desired Length And Design Approved By The Competent Authority.Note:- In Case Of Increase Or Decrease In The Bgl Depth From The 150 Mtrs ( Average Depth As Per S.No. 1 Above To Be Written ) , As Per Site Requirement, To Be Certified By Competent Authority / Third Party Inspection Agency Engaged By The Department, The Payment Shall Be Made With Corresponding Additon Or Deduction, As Per The Alloted Rates For Such Depth, Bgl. 212 Provding Of Pea Shaped Gravel As Per Is- 4097 Of 1967 With Latest Amendments For Gravel Packing Of Tube Well And Shrouding After Drilling, Development And Stablization Of Tube Well. 213 Development Of Bore Hole By Air Compressor Of Adequate Capacity To Give Clear Potable Water Free Of Sand And Impurities At Various Strata For All Depths. 214 Stablization And Yield Testing Of Tube Well Using V.T / Subersible Pump Set ( As Per Is Code-Part-I 2800 Of 1991 & Is-2800 Part-Ii Of 1979 Reaffirmed With Upto Date Amendments ) To Achieve The Designed Quality Of Portable Drinking Water From The Tube Well, For All Depths. 215 Slotting Of Erw M.S Casing Pipe 300 Mm Dia 216 Fabrication, Providing / Fitting Of Steel Supporting Structure For Clamping Of Tube Well Housing Using 2 No. Parallel Ismb 250Mm Of 5 Meter Length And M S Angle 40 X 40 X 6Mm And M S Plate 10Mm And 1.00 X 1.00 X 1.00 M Each At Both Ends 217 Deep Drilling, Design Of Liner Assembly, Shrouding Of Gravel, Development, Stablization, Testing And Commissioning Of 530Mm Diameter Tube Well, Complete, By Any Suitable Method Direct Roatary / Reverse Rotary / Dual Rotary Method Required At Site With Safe Discharge Of 4500 Gph Atmathwar, Sarote, Gorda ( 400 M ) In All Type Of Strata To Suite Requirement And Conditions For Average Depth Of400 M. ............................... ( Total Units 03 ) ( Rate To Be Quoted As Per The Below Mentioned Items ) . ( Note: Any Other Item To Be Executed As Per Site And Job Requirement, Including But Not Limited To Clearing Of Site By Way Of Bush Cutting, Making Approach Road, Shfifting Of Machinery And Allied Material, Preparation Of Site, Proper Levelling For Installlation Of Machinery Etc, Shall Be Deemed To Be Included In The Below Quoted Rates ) 218 Drilling Of Gravel Packed Bore Hole Of 530 Mm Diameter By Way Of Reverse / Direct Roatary / Dual Rotary Whichever Is Suitable At Site Exculding Cost Of Blind And Slotted Pipes For An Average Depth Of 400 M Or Till Attaining Adequate Water Bearing Strata.A ) From G.L. To 150 M Bgl. 219 B ) From 150 M Bgl To Average Depth 400 M Bgl ( To Be Written As At S.No.1 ) Or Above.Note:- In Case Of Increase Or Decrease In The Bgl Depth From The 150 M ( Average Depth As Per S.No. 1 Above To Be Written ) , As Per Site Requirement, To Be Certified By Competent Authority / Third Party Inspection Agency Engaged By The Department, The Payment Shall Be Made With Corresponding Additon Or Deduction, As Per The Alloted Rates For Such Depth, Bgl. 220 Providing And Lowering Of 300Mm Dia, 08Mm Thickness, Liner Assembly, As Per Is Code 4270 After Welding Of Each Joint Upto The Desired Length And Design Approved By The Competent Authority.Note:- In Case Of Increase Or Decrease In The Bgl Depth From The 150 Mtrs ( Average Depth As Per S.No. 1 Above To Be Written ) , As Per Site Requirement, To Be Certified By Competent Authority / Third Party Inspection Agency Engaged By The Department, The Payment Shall Be Made With Corresponding Additon Or Deduction, As Per The Alloted Rates For Such Depth, Bgl. 221 Provding Of Pea Shaped Gravel As Per Is- 4097 Of 1967 With Latest Amendments For Gravel Packing Of Tube Well And Shrouding After Drilling, Development And Stablization Of Tube Well. 222 Development Of Bore Hole By Air Compressor Of Adequate Capacity To Give Clear Potable Water Free Of Sand And Impurities At Various Strata For All Depths. 223 Stablization And Yield Testing Of Tube Well Using V.T / Subersible Pump Set ( As Per Is Code-Part-I 2800 Of 1991 & Is-2800 Part-Ii Of 1979 Reaffirmed With Upto Date Amendments ) To Achieve The Designed Quality Of Portable Drinking Water From The Tube Well, For All Depths. 224 Slotting Of Erw M.S Casing Pipe 300 Mm Dia 225 Fabrication, Providing / Fitting Of Steel Supporting Structure For Clamping Of Tube Well Housing Using 2 No. Parallel Ismb 250Mm Of 5 Meter Length And M S Angle 40 X 40 X 6Mm And M S Plate 10Mm And 1.00 X 1.00 X 1.00 M Each At Both Ends

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	29-Nov-2021	ATTACHED NEW SBD	Financial Bid	20-12-2021
2	07-Dec-2021	PRE BID MEETING	Other	20-12-2021
3	10-Dec-2021	PRE BID MEETING 2ND TIME	Other	20-12-2021
4	17-Dec-2021	TERM AND CONDITION	Other	20-12-2021
5	18-Dec-2021	EXTEND DATE	Date	23-12-2021
6	23-Dec-2021	EXTEND THE DATE	Date	29-12-2021
7	29-Dec-2021	REVISION OF TIMELINE	Date	04-01-2022
8	04-Jan-2022	Date corrigendum	Date	10-01-2022
9	10-Jan-2022	Bid Security Modification	Fee	17-01-2022
10	10-Jan-2022	Timelines of Bid submission	Date	17-01-2022
11	14-Jan-2022	Standard Bidding document Conditions	Other	17-01-2022

INR 1000 /-

INR 50000.0 /-

Refer document

Name of Work:Empanelment of eligible contractors at provincial level and fixing of item rates for HILLY AREA (TERRAIN)of Jammu District for execution of Jal Jeevan Mission ( JJM) works costing above 300.00 Lacs to Above(Group V). (35 no. schemes)

Sl. No.	Item Description
1	Earth work in excavation by manual means over area (exceeding 30 cm and upto 1.5m in depth, 1.50mtr in width as well as 10 sqm on plan) including disposal of excavated earth pto 1.0 mtr for cutting edge, disosed earth to be levelled and neatly dressed. (all kind of soil 70% and soft rock 30% )
2	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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
3	Providing and fixing M.S. Manhole cover rectangular with frame 0.60 mtr x 0.60 mtr. Fabricated out of 25x25x6mm thick angle iron with MS Sheet 1.25mm thick with locking arrangement. The cover is tobe grouted in cement concrete 1:2:4 complete as directed by Engineer-in-charge.
4	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)
5	Providing and laying in postion machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and excluding the cost of centering and shuttering, finishing and reinforcement including ad mixture in recomended proportions as per IS:9103 to accerlate, retarder for setting of concrete, improve workability without impairing strength and durability as per directions of Engineer-in charge. Note: cement in this item is @ 330kg/cum. excess or less cement used as per design mix is content considered payable or recoverable seperately.
6	Providing and laying in postion machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and excluding the cost of centering and shuttering, finishing and reinforcement including ad mixture in recomended proportions as per IS:9103 to accerlate, retarder for setting of concrete, improve workability without impairing strength and durability as per directions of Engineer-in charge. Note: cement in this item is @ 340kg/cum. excess or less cement used as per design mix is content considered payable or recoverable seperately.
7	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
8	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)
9	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars of grade FE-500.
10	Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
11	Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
12	Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
13	Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
14	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
15	Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls. upto 20 cm wide. Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
16	Centering and shuttering including strutting, propping etc. and removal of form for: Above 20 cm wide. Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
17	Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span. Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item.
18	Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
19	12mm cement plaster of mix 1:3(1 cement:3 coarse sand) finished with a floating coat of neat cement internal wall
20	Extra for plaster in circular works not exceeding 6 m in radius: in one coat.
21	Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.(1 kg of water proofing material in 50 kg of cement)
22	Providing and incorporating (During concreting)GP sheet strings water seal 1.25 mm nominal thick at const joints including ends so as to form a continous barrice strips area excluding laps to be measured
23	Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. (medium) nominal bore for washout/ delivery main / welded with M.S. Plate 1.25 mm thick 150 x 150 mm size etc. complete excluding cost of pipe.
24	Providing and fixing UPVC plain bends with access door of size 100 mm dia complete with gasket and clamps.
25	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
26	Earth work in excavation by manual means in trenches for foundation drains, pipes cables etc not exceeding 1.5 m in depth, 1.50 m in width and for shaft, Wells, cesspits and the like not exceeding10sqm on plan, including dressing of site and ramming of bottom lift upto 1.5 m including getting out excavated earth and disposalof surplus excavated earth as directed. All kind of Soil
27	12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand)
28	Providing and fixing glass strips in joints of cement concrete flooring 40 mm vide and 4 mm thick
29	15mm cement plaster of mix 1:6(1 cement:6 coarse sand) finished with a floating coat of neat cement internal wall
30	Dumping stone including cost of stones. in Horizontal on level
31	Supplying and fixing rolling shutter of approved make, made of required size M.S laths interlocked together through the entire length and jointly together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire spring manufacture from high tensile steel wire strength confirming to IS 4454 and MS top cover of required thickness for rolling shutter (80 x 1.20 mm M.S. laths with 1.20 mm thick top cover
32	12mm cement sand plaster 1:6 mix
33	Dumping of stone excluding cost of stones,in Horizontal on level
34	Supply of Stone of size 225 mm and above
35	Providing and laying DPC 40 mm thick with cement oncrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 12.5mm nominal size crushed)
36	Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
37	Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
38	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centering, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
39	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 approved steel primer. Using M.S. angles 40x40x6mm for diagonal braces
40	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete.Fixed to steel windows by welding.
41	15 mm Cement plaster on the rough side of single or half brick wall of mix 1: 4 ( 1 cement : 4 coarse sand)
42	10 cm thick mud phaska of dempered brick earth roof laid to slope consoliated and plasterted with 25 mm thick mud mortar mixed with busha at 35 Kg per cum of earth and gobri leaping with Mix 1:1 (1 clay:1 cow dung) and covered with flat tiled brick of class designation 100 grouted with cement mortar 1:3 (1 cement, 3 fine sand ) mixed with 2% of integral water proofing compound weight of cement and finshing neat using FPS tiles.
43	Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50mm thick with 20 mm nominal size stone aggregate
44	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
45	White washing with lime to give an even shade on new work (three or more coats)
46	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
47	Providing and Fixing ofISMB 200 at top of tube well building for holding chain block
48	Carriage of stone by an average distance of 25 km by mechanical transport and average distance of 800mts By manual meansincluding loading, unloading and stacking complete .
49	Carriage of bricks in all terrains through a lead of 25 km by Mechanical transport and average distance of 500mts by manual means including cost of loading, unloading and stacking complete
50	Carriage of brick Tilesin all terrains through a lead of 25 km by Mechanical transport and average distance of 500mts by manual means including cost of loading, unloading and stacking complete
51	Carriage of G.I pipes from Procurement Storeto site of work average distance of 65 Km by Mechanical transport including cost of loading, unloading and stacking complete
52	Carriage of G.I pipes fromDivisonal Store Akhnoor to site of work average distance of 35 km by Mechanical transportincludingloading, unloading and stacking complete
53	Carriage of G.I pipes by manual means from road side to actual site of work average distance of 1 Km by manual meansincluding cost of loading, unloading and stacking complete
54	Carriage of cement & steelin all terrains through average distance of lead up to 30 km by Mechanical Transport and 800 m by manual means including cost of loading, unloading and stacking complete
55	cement
56	steel
57	Carriage of sand/stone/dust/quarrymuck/moorum/other aggregate of maximum size 6 mm, by Mechanical Transport and 600 m by manual means including loading, unloading and stacking complete
58	Internal concealed Electrification includingunder ground conduit pipes, wiring, steel boxes and switches for 4 No light points(internal) with holder and LED bulbs and external 4 Nos with LED security lights with required M.S. bracket for mounting (external grade) including Service line upto 10 m complete as directed by Engr in charge.
59	Carriage of stone aggregate ofsize 06 to 26.5 mm by Mechanical Transport in all terrains through average distance of lead up to 25 km by Mechanical Transport and 800 m by manual means including cost of loading, unloading and stacking
60	Carriage of stone aggregate above 40 mm in all terrains through a lead up to 25kms by Mechanical Transport and 800 m by manual means includingloading, unloading and stacking
61	Carriage of stone by an average of 45 km by MT and average 600 m by manual means including cost of loading, unloading and stacking complete
62	Carriage of bricksin all terrains through a lead of 55 km by Mechanical transport and average of 700mts by manual meansincluding loading, unloading and stacking complete
63	Carriage of G.I pipes from Procurement Store Jammu to site of work average distance 65 Km by Mechanical transport including loading, unloading and stacking complete
64	Carriage of G.I pipes by manual means from road side to actual site of work average 1 Km by manual means including loading, unloading and stacking complete
65	Carriage of cement & steelby Mechanical Transport in all terrains throughaverage distance of lead up to 30km by Mechanical Transport and 500 m by manual means including loading, unloading and stacking
66	cement
67	steel
68	Carriage of stone aggregate of size6 to 26.5 mm in all terrains through average distance of lead up to 45 km by Mechanical Transport and 800 m by manual means including loading, unloading and stacking
69	Carriage of sand/stone/dust/quarrymuck/moorum/other aggregate of maximum size6 mm, by 40 km MT and 500 m by manual means including loading, unloading and stacking complete
70	Carriage of sand/stone dust/quarry muck/moorum/other aggregate of max size upto 6mmin all terrains through average lead of 25 km by Mechanical Transport and 100 m manual means including loading, unloading and stacking complete
71	Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in :
72	Extra Half brick masanory super structure above plinth level upto floor V level
73	Steel work welded in built up sections/framed work inculding cutting, hoisting, fixing in postion and applying a priming coat of approved steel primer using structural etc as required in grating frames guard bar ladders, railing brackets, gtes and similar
74	Filling available in excavated earth(excluding rock) in trenches, plinth, sides of foundation etc, in layers not exceeding 20 mm depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m
75	Arc welding at site of work including mobilization of welding set and necessary arranagement of power including cost of welding rods for manifolds, bends and the like complete .
76	Laying & fitting of New Pipelines of Galvanised Iron pipe includinglabour for jointing & fitting of GI specials including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, complete as per the directions of the engineer in charge.
77	GI pipe 150 mm dia nominal bore
78	G.I pipes100 mm dia (M) nominal bore
79	GI pipe 100 mm dia nominal bore
80	G.I pipe 80 mm dia (M) nominal bore
81	G.I pipe 65 mm dia (M) nominal bore
82	GI pipe 65 mm dia nominal bore
83	GI pipe 65 mm dia nominal bore
84	GI pipe 50 mm dia nominal bore
85	GI pipe 40 mm dia nominal bore
86	GI pipe 32 mm dia nominal bore
87	GI pipe 25 mm dia nominal bore
88	GI pipe 20 mm dia nominal bore
89	GI pipe 15 mm dia nominal bore
90	Installation of Functional House Tap Connection; the work shall consist of laying and fitting of requisite pipes and fittings,providing andfitting brass furrule,brass bib cock which shall be as per IS: specifications including boring and taping the main G.I. pipe lineall as approved by Engineer-in-charge.
91	Hand- packing stones in wire-crates, excluding cost of crates and stones
92	Supply of Knitted machine woven G.I. wire crates of size 6 m x1.5 m x 1.5 m with 12 gauge wire thickness
93	Carriage of Stones average distance of 10 km by Mechanical Transport including loading, unloading and stacking complete
94	Carriage of knitted wire-crates average distance of 20 Km by Mechanical Transport including cost of loading, unloading and stacking complete
95	Dismantling of old plaster or skiriting, racking out joints and cleaning the surface for plaster including disposal of rubish to the dumping ground with in 50 mtr lead
96	Providing and fixing on walls for unplasticized rigid PVC rain water pipes including jointing with seal ring 80mm dia and necessary clampsas required at site.
97	Providing and fixing 35 mm thick paneled and glazedshutters for door and window including MS butt hingesand necessary screws ISI marked MS pressed bright finished butt hinges with necessary screws of required size in second class deodar wood.
98	Providing and fixing 35 mm thick wire guaze shutters using galvanised M.S wire guaze of avg. width for aperture 1.4mm in both direction with wire of dia 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws ISI marked MS pressed bright finished butt hinges with necessary screws of required size in second class deodar wood.
99	Providing and fixing of bright/matt finished Steel Handle of approved quality make with necessary screws etc all complete 125mm
100	Providing and fixing of oxidised mild steel tower bolts (Barrel type) 150 x 10mm
101	Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. (medium) nominal bore for washout/ delivery main / welded with M.S. Plate 1.25 mm thick 150 x 150 mm size etc. complete excluding cost of pipe.
102	Earth work in excavation by manual means over area (exceeding 30cm and upto 1.5m in depth, 1.50mtr in width as well as 10sqm on plan) including disposal of excavated earth pto 1.0 mtr for cutting dge, disosed earth to be levelled and neatly dressed. (all kind of soil 70% and soft rock 30% ) Note:- Extra rates for quantaties of earth works executed in or under water and/or liquid mud, including pumping out water as required.(The extra percentage rate is applicable in respect of each item but limited to quantaties of work executed in these difficult conditions . The unit namely ,meter depth to be considered for payment shall be the depth measured from the sub soil water level uptothe center of gravity of the quantity executed in difficultconditions. The depth shall be reckoned correct to 0.1 meter, 0.05 meteror more shallbe taken as 0.1meter and less than 0.05 meter ignored.(20% of the rate of the item)
103	Extra for additional lift of 1.5 m or part thereof in all kind of soils 70% and soft rock 30%
104	1st Lift
105	2nd Lift
106	3rd Lift
107	4th Lift
108	5th Lift
109	6th Lift
110	Reinforced cement concrete work in well-steining 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)
111	Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes,manually/by mechanicalmeans including stacking(for reuse over item 76 of this BOQ)of pipes within 50 meters lead as per direction of Engineer-in-charge : below 40mm
112	Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes,manually/by mechanicalmeans including stacking(for reuse under item 68 of this BOQ)of pipes within 50 meters lead as per direction of Engineer-in-charge : above 40mm
113	MECH PART
114	Providing installation testing and commissioning of 1500 GPH x 100 mhead submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
115	Providing installation testing and commissioning of2000 GPH x 100 m head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
116	Providing installation testing and commissioning of 3000 GPH x 60 m head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
117	Providing installation testing and commissioning of 3000 GPH x 100 m head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
118	Providing installation testing and commissioning of 3000 GPH x120 m head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
119	Providing installation testing and commissioning of 3000 GPH x150 mhead submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
120	Providing installation testing and commissioning of 3000 GPH x 200 mhead submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
121	Providing installation testing and commissioning of 4000 GPH x 100 mhead MONO submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
122	Providing installation testing and commissioning of 4000 GPH x 100 mhead submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
123	Providing installation testing and commissioning of 4000 GPH x 150 mhead submersible pump ( as per IS 8034)set along with allied works.(All as per the scope of work provided in the bid document)
124	Providing installation testing and commissioning of 4000 GPH x 200 mhead submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
125	Providing installation testing and commissioning of 4500 GPH x 150mhead submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
126	Providing installation testing and commissioning of 5000 GPH X 20 mhead submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
127	Providing installation testing and commissioning of 5000 GPH x 100 mhead submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
128	Providing installation testing and commissioning of 5000 GPH x 120 mhead submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
129	Providing installation testing and commissioning of 5000 GPH x 40 m head MONO submersible pump ( as per IS 8034)set along with allied works.(All as per the scope of work provided in the bid document)
130	Providing installation testing and commissioning of 5000 GPH x 80 mhead MONO submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
131	Providing installation testing and commissioning of 5000 GPH x120 mhead MONO submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
132	Providing installation testing and commissioning of 5000 GPH x 50 m head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
133	Providing installation testing and commissioning of 5000 GPH x150 m head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
134	Providing installation testing and commissioning of 5000 GPH x 200 m head submersible pump ( as per IS 8034)set along with allied works.(All as per the scope of work provided in the bid document)
135	Providing installation testing and commissioning of 5500 GPH x 100 mhead submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
136	Providing installation testing and commissioning of 6000 GPH x 100 m head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
137	Providing installation testing and commissioning of 6000GPHx120mtr head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
138	Providing installation testing and commissioning of 6000GPHx150mtr head submersible pump ( as per IS 8034)set along with allied works.(All as per the scope of work provided in the bid document)
139	Providing installation testing and commissioning of 7000GPHx100mtr head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
140	Providing installation testing and commissioning of 7000GPHx120mtr head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
141	Providing installation testing and commissioning of 8000GPHx20mtr head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
142	Providing installation testing and commissioning of 8000GPHx100mtr head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
143	Providing installation testing and commissioning of 10000GPHx150mtr head submersible pump ( as per IS 8034)set along with allied works. (All as per the scope of work provided in the bid document)
144	Providing installation testing and commissioning of 63 kVA manual voltage stabilizer along with allied works. (All as per the scope of work provided in the bid document)
145	Providing installation testing and commissioning of 100kVA manual voltage stabilizer along with allied works. (All as per the scope of work provided in the bid document)
146	Providing installation testing and commissioning of 150kVA manual voltage stabilizer along with allied works. (All as per the scope of work provided in the bid document)
147	Providing installation testing and commissioning of 250 kVA manual voltage stabilizer along with allied works. (All as per the scope of work provided in the bid document)
148	Design, Fabrication, installation testing and commissioning of LT Control Pannel with one incoming and two outgoing along with allied electromechnaical works (All as per the scope of work provided in the bid document)
149	Design, Fabrication, installation testing and commissioning of LT Control Pannel with one incoming and three outgoing along with allied electromechnaical works (All as per the scope of work provided in the bid document)
150	Providing installation testing and commissioning of 4000GPHx300 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
151	Providing installation testing and commissioning of 4500GPHx250 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
152	Providing installation testing and commissioning of 5000GPHx100 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
153	Providing installation testing and commissioning of 5000GPHx150 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
154	Providing installation testing and commissioning of 5000GPHx175 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
155	Providing installation testing and commissioning of 5000GPHx200 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
156	Providing installation testing and commissioning of 5000GPHx250 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
157	Providing installation testing and commissioning of 5000GPHx260 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
158	Providing installation testing and commissioning of 5000GPHx300 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
159	Providing installation testing and commissioning of 5000GPHx350 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
160	Providing installation testing and commissioning of 5500GPHx150 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
161	Providing installation testing and commissioning of 5500GPHx250 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
162	Providing installation testing and commissioning of 6000GPHx150 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
163	Providing installation testing and commissioning of 6000GPHx250 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
164	Providing installation testing and commissioning of 6000GPHx275 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
165	Providing installation testing and commissioning of 6000GPHx300 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
166	Providing installation testing and commissioning of 6000GPHx335 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
167	Providing installation testing and commissioning of 7000GPHx50 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
168	Providing installation testing and commissioning of 7000GPHx200 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
169	Providing installation testing and commissioning of 7000GPHx250 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
170	Providing installation testing and commissioning of 7000GPHx300 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
171	Providing installation testing and commissioning of 8000GPHx150 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
172	Providing installation testing and commissioning of 8000GPHx175 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
173	Providing installation testing and commissioning of 8000GPHx250 mtr head HC pump set ( as per IS 1520)along with allied works.(All as per the scope of work provided in the bid document)
174	Providing installation testing and commissioning of 8000GPHx300 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
175	Providing installation testing and commissioning of 10000GPHx150 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
176	Providing installation testing and commissioning of 10000GPHx200 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
177	Providing installation testing and commissioning of 10000GPHx250 mtr head HC pump set ( as per IS 1520)along with allied works.(All as per the scope of work provided in the bid document)
178	Providing installation testing and commissioning of 10000GPHx300 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
179	Providing installation testing and commissioning of 10000GPHx335 mtr head HC pump set ( as per IS 1520)along with allied works. (All as per the scope of work provided in the bid document)
180	Design, Construction, Testing and Commissioning of RCC OHT based on approved drawings and specifications to be read with general conditions of the contract with architectural features of 1.00 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only including providing andfixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, digital water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. The average safe Bearing capacity of soilin the area is 10 ton/m².The SBC shall be conducted by the contractor by Bore log method form a NABL testing agency, Using M-30 design mix concrete). THE REINFORCEMENTTO BE USED FOR THE CONSTRUCTION OF THESE OHTs SHALL BE OF GRADE FE-500 CONFIRMING TO IS-1786 LATEST REVISION. (Location of OHTs 1.Darakari-1 No, ).
181	212. a) Additional rate for bearing capacity below 10 ton/m²
182	212. b) Rate to be deducted for bearing capacity above 10 ton/m²
183	Design, Construction, Testing and Commissioning of RCC OHT based on approved drawings and specifications to be read with general conditions of the contract with architectural features of 0.50 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only including providing andfixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, digital water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. The average safe Bearing capacity of soilin the area is 10 ton/m² at depth of 2.1 mtr. (to be provided By concerned Division). The SBC shall be conducted by the contractor by Bore log method form a NABL testing agency, Using M-30 design mix concrete)..THE REINFORCEMENTTO BE USED FOR THE CONSTRUCTION OF THESE OHTs SHALL BE OF GRADE FE-500 CONFIRMING TO IS-1786 LATEST REVISION. (Location of OHTs 1.JadhBhagtan-1 No, 2. Manda- 1 No, 3. Harizan Mohalla Karangi-1 No,4.Bhardha Kalan).
184	213. a) Additional rate for bearing capacity below 10 ton/m²
185	213. b) Rate to be deducted for bearing capacity above 10 ton/m²
186	Design, Construction, Testing and Commissioning of RCC OHT based on approved drawings and specifications to be read with general conditions of the contract with architectural features of 0.30 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only including providing andfixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, digital water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. The average safe Bearing capacity of soilin the area is 10 ton/m² . The SBC shall be conducted by the contractor by Bore log method form a NABL testing agency, Using M-30 design mix concrete). THE REINFORCEMENTTO BE USED FOR THE CONSTRUCTION OF THESE OHTs SHALL BE OF GRADE FE-500 CONFIRMING TO IS-1786 LATEST REVISION. (Location of OHTs 1,Kamaliyan-1 No, 2. Karkhana- 1 No, 3. Moh Bhagat Gurha Jagir-1 No, 4. Thathi Palwan- 1 No ).
187	214. a) Additional rate for bearing capacity below 10 ton/m²
188	214. b) Rate to be deducted for bearing capacity above 10 ton/m²
189	Extra for every additional Bearing Capacity @ 2 Ton/sqm on the lesser side w.r.t. Bearing Capacity mentioned in this BOQ
190	Deep drilling, Design of liner assembly, Shrouding of gravel, Development, Stablization, testing and commissioning of 530mm diameter Tube well, complete, by any suitable method Direct roatary/reverse rotary/Dual rotary method required at site with safe discharge of 4500GPH atPanjgrain,, Gura Jagir, Pail, Sumah Smoti, Jad Bhagtan, , Maira Manderian, Balgara, Kotli Hari Singh, Nardi, Barui Sangaani , Gharattal & Bharda Kalan (200 m) for average depth of 200 m (Rate to be quoted as per the below mentioned items). ..............................................(Total units 13) (Note: Any other item to be executed as per site and job requirement, including but not limited to clearing of site by way of bush cutting, making approach road, shfifting of machinery and allied material, preparation of site, proper levelling for installlation of machinery etc, shall be deemed to be included in the below quoted rates)
191	Drilling of gravel packed bore hole of 530 mm diameter by way of reverse/direct roatary/Dual rotary whichever is suitable at site exculding cost of blind and slotted pipes for an average depth of 200 m or till attaining adequate water bearing strata. a) From G.L. to 150 m BGL.
192	b) From 150 m BGL to average depth 200 m BGL (to be written as at S.No.1) or above. Note:- In case of increase or decrease in the BGL depth from the 150 m (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL.
193	Providing and lowering of 300mm dia, 08mm thickness, liner assembly, as per IS code 4270 after welding of each joint upto the desired length and design approved by the competent authority. Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL.
194	Provding of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding after drilling, development and stablization of Tube well.
195	Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities at various strata for all Depths.
196	Stablization and yield testing of Tube well using V.T/subersible pump set (as per IS code-part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments) to achieve the designed quality of portable drinking water from the tube well, for all depths.
197	Slotting of ERW M.S casing pipe 300 mm dia
198	Fabrication, providing/fitting of steel supporting structure for clamping of tube well housing using 2 no. parallel ISMB 250mm of 5 meter length and M S angle 40 x 40 x 6mm and M S plate 10mm and 1.00 x 1.00 x 1.00 m each at both ends
199	Deep drilling, Design of liner assembly, Shrouding of gravel, Development, Stablization, testing and commissioning of 530mm diameter Tube well, complete, by any suitable method Direct roatary/reverse rotary/Dual rotary method required at site with safe discharge of 4500GPH atKathar, Mawa Brahmana, Jandial, Tera,Panj Toot & Pallanwala Upper (250 m) in all type of strata to suite requirement and conditions for average depth of 250 m. ............................... (Total units 06)(Rate to be quoted as per the below mentioned items). (Note: Any other item to be executed as per site and job requirement, including but not limited to clearing of site by way of bush cutting, making approach road, shfifting of machinery and allied material, preparation of site, proper levelling for installlation of machinery etc, shall be deemed to be included in the below quoted rates)
200	Drilling of gravel packed bore hole of 530 mm diameter by way of reverse/direct roatary/Dual rotary whichever is suitable at site exculding cost of blind and slotted pipes for an average depth of250 m or till attaining adequate water bearing strata. a) From G.L. to 150 m BGL.
201	b) From 150 m BGL to average depth 250 m BGL (to be written as at S.No.1) or above. Note:- In case of increase or decrease in the BGL depth from the 150 m (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL.
202	Providing and lowering of 300mm dia, 08mm thickness, liner assembly, as per IS code 4270 after welding of each joint upto the desired length and design approved by the competent authority. Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL.
203	Provding of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding after drilling, development and stablization of Tube well.
204	Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities at various strata for all Depths.
205	Stablization and yield testing of Tube well using V.T/subersible pump set (as per IS code-part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments) to achieve the designed quality of portable drinking water from the tube well, for all depths.
206	Slotting of ERW M.S casing pipe 300 mm dia
207	Fabrication, providing/fitting of steel supporting structure for clamping of tube well housing using 2 no. parallel ISMB 250mm of 5 meter length and M S angle 40 x 40 x 6mm and M S plate 10mm and 1.00 x 1.00 x 1.00 m each at both ends
208	Deep drilling, Design of liner assembly, Shrouding of gravel, Development, Stablization, testing and commissioning of 530mm diameter Tube well, complete, by any suitable method Direct roatary/reverse rotary/Dual rotary method required at site with safe discharge of 4500GPH atDhar Dharochan, Kaink, Bhalwal A&B, Dhanu, Bhagani, Kalah, Kharah, Battal & Serh (300 m) in all type of strata to suite requirement and conditions for average depth of 300 m................................ (Total units 9)(Rate to be quoted as per the below mentioned items). (Note: Any other item to be executed as per site and job requirement, including but not limited to clearing of site by way of bush cutting, making approach road, shfifting of machinery and allied material, preparation of site, proper levelling for installlation of machinery etc, shall be deemed to be included in the below quoted rates)
209	Drilling of gravel packed bore hole of 530 mm diameter by way of reverse/direct roatary/Dual rotary whichever is suitable at site exculding cost of blind and slotted pipes for an average depth of 300 m or till attaining adequate water bearing strata. a) From G.L. to 150 m BGL.
210	b) From 150 m BGL to average depth 300 m BGL (to be written as at S.No.1) or above. Note:- In case of increase or decrease in the BGL depth from the 150 m (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL.
211	Providing and lowering of 300mm dia, 08mm thickness, liner assembly, as per IS code 4270 after welding of each joint upto the desired length and design approved by the competent authority. Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL.
212	Provding of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding after drilling, development and stablization of Tube well.
213	Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities at various strata for all Depths.
214	Stablization and yield testing of Tube well using V.T/subersible pump set (as per IS code-part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments) to achieve the designed quality of portable drinking water from the tube well, for all depths.
215	Slotting of ERW M.S casing pipe 300 mm dia
216	Fabrication, providing/fitting of steel supporting structure for clamping of tube well housing using 2 no. parallel ISMB 250mm of 5 meter length and M S angle 40 x 40 x 6mm and M S plate 10mm and 1.00 x 1.00 x 1.00 m each at both ends
217	Deep drilling, Design of liner assembly, Shrouding of gravel, Development, Stablization, testing and commissioning of 530mm diameter Tube well, complete, by any suitable method Direct roatary/reverse rotary/Dual rotary method required at site with safe discharge of 4500 GPH atMathwar,Sarote, Gorda (400 m) in all type of strata to suite requirement and conditions for average depth of400 m. ...............................(Total units 03) (Rate to be quoted as per the below mentioned items). (Note: Any other item to be executed as per site and job requirement, including but not limited to clearing of site by way of bush cutting, making approach road, shfifting of machinery and allied material, preparation of site, proper levelling for installlation of machinery etc, shall be deemed to be included in the below quoted rates)
218	Drilling of gravel packed bore hole of 530 mm diameter by way of reverse/direct roatary/Dual rotary whichever is suitable at site exculding cost of blind and slotted pipes for an average depth of 400 m or till attaining adequate water bearing strata. a) From G.L. to 150 m BGL.
219	b) From 150 m BGL to average depth 400 m BGL (to be written as at S.No.1) or above. Note:- In case of increase or decrease in the BGL depth from the 150 m (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL.
220	Providing and lowering of 300mm dia, 08mm thickness, liner assembly, as per IS code 4270 after welding of each joint upto the desired length and design approved by the competent authority. Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency engaged by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL.
221	Provding of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding after drilling, development and stablization of Tube well.
222	Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities at various strata for all Depths.
223	Stablization and yield testing of Tube well using V.T/subersible pump set (as per IS code-part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments) to achieve the designed quality of portable drinking water from the tube well, for all depths.
224	Slotting of ERW M.S casing pipe 300 mm dia
225	Fabrication, providing/fitting of steel supporting structure for clamping of tube well housing using 2 no. parallel ISMB 250mm of 5 meter length and M S angle 40 x 40 x 6mm and M S plate 10mm and 1.00 x 1.00 x 1.00 m each at both ends