Various Item Yearly Unit Rate For Year 2023-24 For Sipu Project Division-1 Clearing The Seat Of Earthen Dam Including Seat Of Spillway And Hr Including Removing The Trees, Shrubs, Bushes Including Depositing The Materials Outside The Seat Of Dam Beyond 50M From The Toe Line And Upto 200M Lead As Directed Etc.Complete. 2 Stripping The Seat Of Dam In All Sorts Of Soils Including Soft Murrum, Including Depositing The Materials As And Where Directed For Inspection Road Etc. With Lead Upto 1 Km And All Lifts Etc. Complete. 3 Quarrying Transporting And Depositing Selected Materials From Borrow Area For Raising Of Embankment Work In All Zone Of Earthen Dam For Specified Thickness As Directed For Lead Upto 1 Km And All Lifts Etc.Complete. 4 Quarrying Transporting And Laying Rockfill For Rock Toe In Layers Directed Including Graded Filter, Necessary Hand Packing Of Stones For Adjusting Sides To Correct Design Slopes Etc.Using Light Hammer Driven Wedges Between Rubble On Exposed Face For Leads As Specified And All Lifts Etc.Complete. 5 Providing And Carryingout Rock Toe Covering By Pointing In C.M. 1:3 Etc. Complete. 6 Providing And Lying Dry Rubble Pitching With Base Of Inverted Filter As Per Design And Drawing Including Providing Headers Or ( Pre Cast Headers Of Concrete M 15 ) Hand Packing Trimming And Dressing Of Slopes Etc. Complete For Leads As Specified And All Lifts Etc. Complete. ( D ) 23 Cm Thick Pitching 7 Excavation For Outer Open Drain And Cross Drains Beyond Earthen Dam Toe In All Types Of Soft And Hard Strata Including Sorting, Stacking And Spreading Useful And Unuseful Materials As Required Upto A Lead Of 200M And All Mts Etc.Complete. 8 Dewatering For Earthen Dam And Allied Works, Foundation Areas, Pits, Trenches With Diesel Or Electrical Pumping Arrangements Including All Cost Of Pipe Line, Materials, Labours As Directed With All Lifts Etc.Complete. 9 Drilling And Grouting Work In All Foundations And Formations. ( A ) Drilling 35Mm Or Specified Dia. Hole Upto Required Depth. 10 Providing And Lying 60Cm Dia Half Round Cement Pipe For Catch Water Drain And Chute Drain On Berms And Down Stream Slopes Of Earthen Dam. 11 Providing And Supplying Mechanically Double Twist Hightly Galvanized With ( Pvc ) Poly Chloride Coating Gabions Made Of Mesh Size 10 X 12 Mm Woven Wire As Per Astma- 975 - 97 Size Of Gabin 1 M X 1 M X 1 M Including Providing And Laying Stones In The Gabions And Arranging Them In A Required Manner In The Secion Of Break Water Or Such Other Structure Including Quarring, Blasting, Loading At Quarry Site, Transporting At Work Site And Arrange In The Gabions In Workman Like Manner With Required Layer Thickness And Arranging This Gabions In Required Layers With The Crane Of Required. Capacity ( If Reqd. As Per Drawing Or As Directed ) With All Material, Labour, Tools Etc. Complete. 12 Excavation In All Sorts Of Strata And Formations Including Depositing The Unuseful Excavated Stuff As And Where Directed Including Sorting And Stacking Useful Materials As Required And Upto Lead Of 200Mt. And All Lifts Etc. Complete, Including Dewatering. ( A ) In Overburden Including Hard Murrum. 13 --Do-- ( B ) In Soft Rock 14 --Do-- ( C ) In Hard Rock 15 Providing And Laying Graded Filters Of Sand, Gravel And Over Size Metal ( 100 Mm To 150 Mm ) Behind The Retaining Wall And Wing Walls As Directed As Per Approved Drawing With All Lead & Lifts Etc. Complete. 16 Providing And Laying In Position Cement Concrete Using Cement, Sand And Crushed Aggregate By Weigh Batching And Mixing Including Providing And Fixing Necessary Form Works And Centering, Smooth Specified Finishings, Vibrating, Curing As Directed With All Leads And All Lifts Etc., Comp. Excluding Cost Of Steel. ( A ) Bucket And End Sill Concrete M25 ( M.S.A -40 Mm ) 17 --Do-- ( B ) Bucket And End Sill Concrete M-20 ( M.S.A.-80Mm ) 18 --Do-- ( C ) Ogee, Crest, Upstream & Downstream Face Skin Concrete M-20 ( Msa-80 Mm ) 19 --Do-- ( D ) Pier Concrete M-20 ( Msa-80 Mm ) 20 --Do-- ( E ) For Conduits & Gallaries, Shafts And Similar Work In Spillway M- 20 ( Msa - 40 Mm ) 21 --Do-- ( F ) Coping Work, Platforms Etc. M-15 ( Msa - 40Mm ) 22 --Do-- ( G ) Key Trench, Foundation, Apron, Platform Etc. M-10 ( Msa-80 Mm ) 23 Providing And Laying Reinforcement For R.C.C. Works And Anchor Bars With Providing Binding Wires Including Cutting, Bending, Welding, Binding In Position, Hooking, Placing In Position With All Leads & Lifts Etc. Complete. ( B ) Tmt Fe 415 Steel Bars 24 ( C ) Tmt Fe 500 Steel Bars 25 Providing Weep Holes 100 Or 110 Mm Dia. Of Pipe In The Retaining Wall Etc Complete. ( B ) P.V.C.Pipe 26 Backfill With Selected Earth From Out Side Borrow Area Or From Excavated Usefull Material Including Watering, Ramming, Consolidation Etc. With Pneumatic Templing And Lead Upto 1.0 Km. And All Lift Etc. Completed. 27 Cement Pointing In Cement Mortar Of Proportion ( 1:3 ) To Stone Masonry After Racking Out Joints 20 Mm Deep Including Smooth Finishing Etc Complete 28 Providing Cement Plaster 20Mm Thick In C.M. ( 1:3 ) Including Racking Out Joints 20 Mm Deep Including Smooth Finishing Etc Complete. 29 Providing And Filling In Contraction Joints With 12Mm Thick Bitumen Sheet Of Approved Quality As Directed Etc., Complete. 30 Providing And Fixing Marble Plate 45Cms X 60 Cms Size Including Engraving For Letters As Directed Etc. Complete. 31 Dewatering For Head Works And Alied Works Foundation Areas, Pits, Trenches With Diesel Or Electrical Pumping Arrangements Including All Cost Of Pipelines Materials, Labour As Directed With All Lifts Etc. Complete. 32 Providing And Fixing G.I. Pipe Railing ( B Class Medium Duty ) As Per Design Of 1.0 Mt. Height Using 75Mm X 75Mm X 10Mm Angle Iron At 2.0 Mt. Distance For Vertical Posts 38Mm Dia. G.I. Pipe Horizontal In 4 Rows Including One Coat Of Red Lead And Two Cots Of Paint Etc Complete. 33 Providing Uncoarsed Rubble Masonry For Superstructure In Cement And Sand Mortar By Weigh Batching And Mixing Including Use Of Scaffolding Finishing To Required Shape, Batter And Steps As Per Approved Drawings, Racking Out Joints, Curing , In C.M. 1:3. 34 Drilling For 35 Mm. Dia. Or Specified Holes For Spillway Foundations In All Sorts Of Formation For Grout Holes For Consolidation And Curtain Grouting Of Spillway Work Etc. Complete. 35 Providing And Laying In Position Cement Concrete 1:3:6 Using Cement, Sand And Machine Crushed Course Aggregate 25 To 40 Mm Size Including Providing Necessary Form Work Compaction, Finishing And Curing As Required Etc. Completed. 36 Providing Fabricating And Erecting Steel Ladder M.S. Angle 50 X 30 X 6 Mm In The H.R. Well As Per Design To Approach The H.R. Gates From Top Of The H.R. Well Etc Completed As Directed. 37 Providing Laying And Fixing 20Mm Dia. Grill 22 Cms C / C Including Necessary Openings Support, Oil Painting With 1 Coat Primer And Two Coats Of Approved Oil Paint Etc. Completed. 38 Excavation In All Sorts Of Soil ( Including Wet And Slushy Condition Of Soil ) With Yellow, Sandy, Gravelly Soil Including Soft Murrum & H.M. Including Sorting & Stacking And Depositing The Excavated Stuff In Uniform Layers As And Where Directed Upto Lead Of 30 M And Lift As Shown Below Including Clearing The Site Etc. Compute ( Including Dewatering ) ( A ) For All Canal Capacity ( A ) 0 To 3 Mt. Depth 39 --Do-- ( B ) 3 To 6 Mt. Depth 40 --Do-- ( C ) 6 To 9 Mt. Depth 41 Excavation In All Sorts Of Soil ( Including Wet And Slushy Condition Of Soil ) With Yellow, Sandy, Gravelly Soil Including Soft Murrum & H.M. Including Sorting & Stacking And Depositing The Excavated Stuff In Uniform Layers As And Where Directed Upto Lead Of 30 M And Lift As Shown Below Including Clearing The Site Etc. Compute ( Including Dewatering ) ( B ) For Foundation Trenches Of C.D. Work ( A ) 0 To 3 Mt. Depth 42 --Do-- ( B ) 3 To 6 Mt. Depth 43 --Do-- ( C ) 6 To 9 Mt. Depth 44 Extra Lead Charges For Lead Between 30 Mt. To 200 Mt. Etc. Complete. 45 Earth Work In Embankment From Borrow Pits In All Sorts Of Soil And Soft Murrum Or Other Suitable Strata As Directed Including Breaking The Clods And Dressing To The Design Sections Including Cutting The Proud Section With Lead As Under And All Lift Including Clearing The Site Including Dewatering Etc. Comp. ( A ) For All Canal Capacity. ( A ) 0 To 30 Mt. 46 --Do-- ( B ) 30 To 200 Mt. 47 --Do-- ( C ) 200 To 1000 Mt. 48 Extra Lead Charges For Each Additional Km Lead Or Part Thereof Beyond 1.0 Km And Upto 5.0 Km For Embankment Work Including All Lifts Etc. Complete. 49 Backfill With Selected Earth Including Ramming Consolidation Including Watering With Lead As Under And All Lifts Etc. Complete. ( A ) 0 To 30 M 50 --Do-- ( B ) 30 To 200 M. 51 --Do-- ( C ) 200 To 1000 M 52 Dry Rolling Of Earth Work With Light Rollers ( Upto 2 Ton Capacity ) As Directed With All Lifts Etc. Complete. 53 Providing Motorable Service Road During Construction Period As Directed With Necessary Earth Work, Jungle Cutting And Maintenance As Required For Complete. 54 U.C.R. Masonary In Foundation & Superstructure In C.M. Indifferent Proportion Using Stones From Approved Quarry Including Racking Out Joints 20Mm Deep Where Required Including Providing Scaffolding Curing Finishing As Directed With All Lifts Etc. Complete ( A ) C.M. 1:5 55 --Do-- ( B ) C.M. 1:3 56 Providing Burnt Brick Masonary 2Nd Class In Cement Mortar In 1: Proportion For Foundation & Superstructure Upto 6.00 Mt. Height Including Striking Out Joints 20Mm Deep Curing Watering Finishing Joints And Providing Scaffolding As Directed As Comp. 57 Providing And Laying Foundation Concrete Of Proportion As Under By Using Cement, Sand And Machine Crushed Course Aggregate Laid In Situ Including Necessary Temping, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. ( A ) Pcc 1:3:6 58 --Do-- ( B ) Pcc 1:4:8 59 Providing And Laying Cc 1:2:4 Grade Using Cement, Sand And Crushed Metal Incuding Providing And Erecting Necessary Form Work, Centering, Vibrating, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. ( A ) Sub Structures 60 --Do-- ( B ) Super Strucutres 61 Providing And Laying 7.5 Cms Thick Cast In Situ Cement Concrete 1:2: Grade With The Use Of Crushed Aggregates For Canal Lining Works Including Use Of All Equipments, Scaffolding, Centering Form Work Etc, With Finishing As Required To The Exposed Surface, Making Asphalt Joints As Directed And Watering And Curing ( Without Sleepers ) With All Lead And Lifts Etc. Comp. 62 Providing And Laying 10 Cms Thick Cast In Situ Cement Concrete 1:2: Grade With The Use Of Crushed Aggregates For Canal Ling Works Including Use Of All Equipments, Scaffolding, Centering Form Work Etc, With Finishing As Required To The Exposed Surface, Making Asphalt Joints As Directed And Watering And Curing ( Without Sleepers ) With All Lead And Lifts Etc. Comp. 63 Providing, Supplying, Laying And Fixing In Position Under Ground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standered Specification Of Prescribed Diameter Including Filling The Joints And With Providing Necessary Collars With Cement Mortar Of Proportion C.M. 1:1 Inclusive Of Testing For Leakage And Working Pressure As Directed With All Cost Of Materials And Labour For All Leads And Lifts Etc. Complete. ( A ) 150 Mm Dia 73 Providing Cement Pointing To Stone Masonary After Racking Out Joint 20Mm Deep Including Scaffolding Watering And Curing Etc. Complete. ( A ) In C.M. 1:3 74 --Do-- ( B ) In C.M. 1:2 75 Providing Cement Pointing To Brick Masonary After Racking Out Joints 20Mm Deep Including Scaffolding Watering Curing Etc. Complete. ( A ) In C.M. 1:3 76 --Do-- ( B ) In C.M. 1:2 77 Providing Cement Plaster Of Cement & Sand To Brick Masonary Including Racking Out Joint With Scaffolding Finishing Watering Curing Etc. Complete. ( A ) 12 Mm Thick C.M. 1:2 78 --Do-- ( B ) 12 Mm Thick C.M. 1:3 79 Providing Cement Plaster Of Cement And Sand To Stone Masonary Including Racking Out Joint With Scaffolding Finishing Watering Curing Etc. Complete. ( A ) 20 Mm Thick C.M. 1:2 80 --Do-- ( B ) 20 Mm Thickc.M. 1:3 81 Compaction Of Earth Work In Embankment In Layers Of 15 Cms To 23 Cms Thick At Requisite Moisture Content To Required Dry Density Including Necessary Watering And Rolling With Roller Of Suitable Type. 82 Clearing Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradiant Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilising The Same For Preparing The Bund After Breaking Clods As And Where Directed For Lead Up To 200 M & Lift Up To 3 M As Under ( Excluding Weed Cutting ) ( A ) For Canal Below 20 Cusecs. 83 --Do-- ( B ) For Canal 20 To 250 Cusecs. 84 --Do-- ( C ) For Canal 250 To 500 Cusecs 85 --Do-- ( D ) For Canal Above 500 Cusecs. 86 --Do-- ( E ) Additional Lead Of 200 Mt.. 87 --Do-- ( F ) Additional Lift Of 3.0 Mt. 88 Clearing Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradiant Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilising The Same For Preparing The Bund After Breaking Clods As And Where Directed For All Lead & Lift -- By Machinary ( A ) For All Lead And Lift. 89 Clearing The Shrubs Like Akdas, Weeds & Other Vegetation Including Depositing The Same Outside And Buring Etc. Complete From Canal Bed And Both Slope Of Banks Etc. Complete. For Canal & Drain ( A ) Above 7 Cumec 90 --Do-- ( B ) 0.56 To 7.00 Cumec 91 --Do-- ( C ) Below 0.56 Cumec 92 --Do-- ( D ) Forl Drain Above 15 Cumecs 93 Clearing The Shrubs Like Akdas, Weeds & Other Vegetation Including Depositing The Same Outside And Buring Etc. Complete From Canal Bed And Both Slope Of Banks Etc. Complete. For Canal & Drain -- By Machinary ( A ) Above 7 Cumec 94 --Do-- ( B ) 0.56 To 7.00 Cumec 95 --Do-- ( C ) Below 0.56 Cumec 96 --Do-- ( D ) Forl Drain Above 15 Cumecs 97 De-Silting Of Various Structures Of Canal And Distribution System Including Depositing The Same As Directed With All Lifts And Lead For Canal Syphone, Airvent, T.O. Kundies Etc. Complete. A ) Canal Syphon Well 98 --Do-- B ) For Kundies 99 Jungle Clearance Of Specified Category And Bushes For Canal / Dam Work As Directed With Disposing Materials Etc. Complete. ( Excluding Tree Of Girth Above 0.5 Mt. ) ( A ) For Light Dence 100 --Do-- ( B ) For Medium Dence 101 --Do-- ( C ) For Heavy Dence 102 Cleaning The Slope Of Dam Within The Dam Boudary By Removing The Bushes, Shrubs, Girth And Smoll Trees Including Depositing The Materials As And Where Directed Up To 50 Mt. Lead And All Lift Etc. Complete. 103 Prolviding & Filling The Empty Bag Filled With Good Selected Earth Or Sand Including Stiching And Laying Or Stacking As And Where Directed With All Lead And Lift Etc. Complete. ( Excluding The Cost Of Bags ) 104 Painting Two Coats Of Synthetic Enamel With One Coat Of Primer Of Approved Shade On Steel Surface To Give An Even Shade Including Cleaning The Surface Of All Dirt, Dust, Corrosion And Other Foreign Matter Etc Complete As Per Specification. 105 Painting Two Coats Of Aluminium Paint On Steel Surface To Give An Even Shade Including Cleaning The Surface Of All Dirt, Dust, Corrosion And Other Foreign Matter Etc Complete As Per Specification. 106 Providing Murrum On Canal Service Road Incl. Spreading The Same And Dressing The Top Surface In Required Grade And Camber Etc. Comp. A ) Hard Murrum 107 --Do-- B ) Soft Murrum / Binding Material 108 Providing Current Repairs General / Maintenance Watch And Ward And Other Miscellaneous Works For Irrigation Management Incl. Operating Of Gates Of Hr / Cr Of Main Canal / Branch Canal Etc. During Irrigation Season As Directed. ( For Canal Capacity Above 250 Cusecs 109 Providing Current Repairs General / Maintenance Watch And Ward And Other Miscellaneous Works For Irrigation Management Incl. Operating Of Gates Of Hr / Cr Of Distributory Etc. During Irrigation Season As Directed. ( For Canal Capacity Between 21 To 250 Cusecs 110 Providing Current Repairs General / Maintenance Watch And Ward And Other Miscellaneous Works For Irrigation Management Incl. Operating Of Gates Of Hr / Cr Of Minor Sub-Minor Etc. During Irrigation Season As Directed. 111 Oiling & Greasing To Gates & Its Components Of Wasna Barrage Incl. Removing Of Old Grease. Cleaning The Surface And Embeded Parts And Applying New Grease To Gates And Its Components As Directed Etc. Comp. 112 Providing & Fixing M.S. Screw Gates With Capston Nut & Thrust Bearing As Per Detailed Designed With Steel R.S.J At Top Incl. Necessary Locking Arrangements, Guide Channel At Bottom & Fastening & 3 Coats Oil Painting For Main Outlet. 113 Providing And Laying Soda Ash / Jute Bags Filled With Good Selected Earth Incl. Stitching And Laying As Directed Etc. Com. ( 75 To 100 Kg Cap. ) 114 Providing M.S Plate, Channel & Angle Etc. As Required Of Required Sizes For Repairing Old Gates Incl. Removing The Old Gate From Site Removing Rust, Broken Old Plates Canals Etc. As Directed & Welding Fixing The Repaired Gates & All Type Of Transportation 115 Dismentalling Road Surface Including Sorting & Stacking Of Useful And Unuseful Material From The Dismentalled Materials As Directed Under Detailed Specifications Etc. Complete. ( A ) Cement Concrete 116 --Do-- ( B ) Asphalt 117 --Do-- ( C ) W.B.M. 118 --Do-- ( D ) Metal 119 Dismentalling Masonary In Lime Or Cement & Stacking Of Useful And Unuseful Material From The Dismentalled Materials As Directed Under Detailed Specification Etc. Comp. ( A ) Brick 120 --Do-- ( B ) Stone 121 Dismentalling C.C. Foundation Or Flooring Sorting & Stacking Useful And Unuseful Material From The Dismentalled Materials In Lead Upto 200Mt. As Directed Under Detailed Specifications Etc.Comp. 122 Removing Lime Or Cement Plaster Including Racking Out Joints 20 Mm Deep Etc.Comp. 123 Removing Lime Or Cement Pointing Including Racking Out Joints 20 Mm Deep Etc.Comp. 124 Dismentalling Of Rcc Work Viz. Slab, Beam, Lintle, Barrel, Staire Case, Etc. Including Removing The Steel From The Dismentalled Portion Without Damage To Reinforcement Sorting And Stacking Of Usefule And Unuseful Material From The Dismentalled Material As 125 Removing The Damaged Precast Cc Block Lining Including Breaking The Joints, Removing The Same Sorting And Stacking Of Useful And Unuseful Material From The Dismentalled Material Upto Lead Of 200 Mt.As Directed Under Detail Specification Etc. Complete. ( A ) Up To 7.50Cm Thick 126 --Do-- ( B ) Up To 7.50Cm Thick Incl. Base Layer Of Ldpe, Sand And Plaster. 127 Dismentalling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Usefull Material ( Pipe ) Upto Lead 200 Mt.As Directed Under The Specification. ( I ) 225Mm To 400 Mm Diameter 128 --Do-- ( Ii ) 450Mm To 600 Mm Diameter 129 --Do-- ( Iii ) 650Mm To 900 Mm Diameter 130 --Do-- ( Iv ) 1000Mm To 1200 Mm Diameter 131 Providing Jcb / Excavator On Site Of Work Including Charges Of Fuel, Lubricant, Driver Etc. Complete ( A ) Jcb 132 Providing Tata Hitachi Hyd. Excavator Ex.200 ( 0.9 Cum ) Chain 133 Providing And Supplying Water Tanker With Water 5000 Ltr. 134 Providing And Supplying Ashok Ley. Dumper ( 10 Cum ) 135 Supplying Labours ( A ) Skilled 136 Supplying Labours ( B ) Unskilled 137 Point Wiring For Light / Fan / Bell / Primary Point With 2-1.5 Sq. Mm & Earth Wire Of 1.5 Sq. Mm ( Green ) Both Are Of Isi Marked 1.1 Kv Grade Frls Pvc Insulated Multi Strand Copper Wires Upto Max Length Of 10 Mt, In Below Type Of Pipe Erected With 6A Tissino Type Isi Marked Flush Type Switch / Bell Push And Accessories Erected On Metal / Pvc / Wooden Box Covered With 3 Mm Thick Pc ( Polycarbonate ) / Acrylic / Laminated Sheet. With Necessary Lamp Holder / Ceiling Rose / H.D.Connector As Directed. ( With All Necessary Material Complete ) ( A ) With Medium Class Rigid Pvc Pipe And Accessories Erected Flushed On Wall / Ceiling Complete 138 White Washing With Lime On Wall Surface ( Two Coats ) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust, Mortar Drops And Other Foreign Matter 139 Finishing Wall With Weather Proof Exterior Emulsion Paint On Wall Surface ( Two Coats ) To Give An Required Shape Even Shade After Thoroughly Brushing The Surface To Remove All Dirt, And Remains Of Loose Powdered Materials.Etc Complete 140 Excavation For Depening Of Pond / Check Dam Including Transporting And Spreading The Excavated Material For Raising Of Embankment In Uniform Layer Or As Directed Including Dressing Breaking Clods Etc For Lead Up To 1 Km And All Lift Without Rolling And Watering Etc. Complete. 141 Surveying By Total Station Including Measuring Of Alignment Of Earthen Dam / Canal / River / Checkdams And Creating The Cross Section And Longitudinal Section Profile At 30 Mt. Interval And Plotting Etc Complete With Fixing Value On Stone With Parmanent Paints Etc. Comp. The Survey Work For Cross Section Shall Be Carried Out For 150 Mt. Distance On Both Sides Or Upto 60 Mt. Beyond River Bank On Both Side, Whichever Is Greater. 142 Survey By Using Own Total Station Instrument For The Topographical And Contour Survey Work In 10 X 10 Mt. Grid With 0.5 Mt. Contour Interval Locating All Existing Features With Preparation And Submission Of Survey Drawing In A-O Size Sheet In One Soft Copy Etc. Complete. 143 Carring Out Core Drilling With Dimond Drilling Machine ( Hydraulic Feed ) In All Type Of Strata Including Tacking Out Samples For S.P.T, Shalby And P.C. Test And Including Repair, Fules, Cosumables And Sbc Test With Results Etc.. Complete. ( Excluding Transportation Charges From One Site To Another Site ) ( B ) With Operation Staff. ( Iii ) For Flate Rate 144 Providing And Fixing Guard Stone As Per I.R.C. Type Design Including White Washing Etc. Complete. ( Ii ) Fixing In C.C. 1:5:10 145 Maintenance, Gate Operations, Cleaning Of Dam Offices Of Main Spillway. Inspection Of Dam Peripheri, Operating Gate, Eletric Work And Helping Karkoon For Maintaining Record Etc. Complete For Sipu Dam / Mukteshwar Dam / Dantiwada Dam ( A ) Electrician 151 Providing And Fixing Steel Tijori Shutter On Existing Cupboard Using 20 Guage Steel Sheet With All Locking Arrengement With Moulding With One Coate Primer With Lappy And Two Coat Paint And After Side Metalic Paint Finish Including Necessary Clamps, Rivet, Nails, Screw, Lock Rail Etc Comp. 152 Supplying And Erecting Approved Make Of Tube Fitting With One No T-5 Tube 24 / 28 W With Electronic Ballast With Each Tube Separately Thd Less Than 10 & Built In Adaptors, Gi / Pvc Housing & Mirror Optic Reflector, Suitable To Work On 120V - 300V, A.C. Supply With Connector And Adapter If Required. [ Make Of Fitting & Tube May Be Differ& Fitting Shall Be Providing With Tube ] ( Cat-Iii ) 153 Providing And Laying Water Proofing Treatment On Terrace Including Applying Neat Cement Slurry 2.75 Kg. / Sqmt. On Cement Admixed With Water Proofing Component After Cleaning The Surface, Laying Cement Concrete With Brick Bat 75 Mm To 100 Mm Thick With 50% Of C.M. 1:5 Admixed With Water Proofing Component Over 20 Mm Thick Layer Of C.M. 1:5 To Required Slope Including Ramming At Junction Of Wall And Slab, After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry, Finished The Surface With 20 Mm Thick C.M. 1:4 China Mosaic Flooring And Finally Finished Surface With White Cement Slurry, After Finishing With Terrace Shall Be Finished With Water For A Period Of Two Week. 154 Providing And Fixing 1.20 Metre High Fencing With 2.0 Metre Long M.S. Angle Posts 40Mm X 40 Mm X6 Mm And Oil Painting 3 Coats Fixed At 2.5 Mt, C / C. With Five Horizontan Lines And Two Diagonals Of Galvanised Steel Barbed Wire Weighting 9.38 Kg. Per 100 Metre, Strained And Fixed To Posts With G.I, Staples Including Fixing The Postsin Ground With 0.5 M X 0.5.M X 0.5 M. Block In C.C1:5:10 Etc
