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Unit Rate Invited For Various Types Of Items For The Year 2022-23-1 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 Depo, Dantiwada-Gujarat

Narmada Water Resources-NWR has published Unit Rate Invited For Various Types Of Items For The Year 2022-23-1 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 Depo. Submission Date for this Tender is 01-09-2022. Earth Moving Machinery Tenders in Dantiwada Gujarat. Bidders can get complete Tender details and download the document.




Tender Notice

33330053
Unit Rate Invited For Various Types Of Items For The Year 2022-23-1 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 Depo
Open Tender
Indian
Gujarat
Dantiwada
01-09-2022

Tender Details

Unit Rate Invited For Various Types Of Items For The Year 2022-23-1 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 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( A ) For All Canal Capacity ( A ) 0 To 3 Mt. Depth 1 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 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( A ) For All Canal Capacity ( B ) 3 To 6 Mt. Depth 1 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 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( A ) For All Canal Capacity ( C ) 6 To 9 Mt. Depth 1 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 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( B ) For Foundation Trenches Of C.D. Work ( A ) 0 To 3 Mt.Depth 1 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 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( B ) For Foundation Trenches Of C.D. Work ( B ) 3 To 6 Mt. Depth 1 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 Mt. And Lift As Shown Below Including Clearing The Site Etc. Complete. ( Including Dewatering ) ( B ) For Foundation Trenches Of C.D. Work ( C ) 6 To 9 Mt. Depth 1 Extra Lead Charges For Lead Between 30 Mt. To 200 Mt. Etc. Complete. 1 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 Site Clearing Etc. Complete ( B ) For All Canal Capacity ( A ) 0 To 30 Mt 1 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 Site Clearing Etc. Complete ( B ) For All Canal Capacity ( B ) 30 To 200 Mt. 1 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 Site Clearing Etc. Complete ( B ) For All Canal Capacity ( C ) 200 To 1000 Mt. 1 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. 1 Providing And Laying Cc 1:2:4 Grade Using Cement, Sand And Crushed Metal Including 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 13 1 Providing And Laying Cc 1:2:4 Grade Using Cement, Sand And Crushed Metal Including Providing And Erecting Necessary Form Work, Centering, Vibrating, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc Complete. ( B ) Super Structures 14 1 Providing And Laying Rcc 1:1.5:3 Grade By Using Cement, Sand And Crushed Metal For Different Items Like Copping Work, Pier Cap, Abutment Cap, Wearing Coat, Skin Concrete, Solid Slab Upto 60 Cm. Thick, Barrel Of Canal Syphons, Barrel Of R.C.C. Through, & Beams For Foundation And Super Structure As Per Approved Design Including Providing Necessary Centering, Shuttering And Form Work, Vibrating, Smooth Finishing, Watering And Curing As Directed With All Leads And Lifts Etc. Complete. 15 1 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 16 1 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. ( B ) Pcc 1:4:8 17 1 Backfill With Selected Earth Including Ramming Consolidation Including Watering With Lead As Under And All Lifts Etc. Complete. ( A ) 0 To 30 M 18 1 Backfill With Selected Earth Including Ramming Consolidation Including Watering With Lead As Under And All Lifts Etc. Complete. ( B ) 30 To 200 M. 19 1 Backfill With Selected Earth Including Ramming Consolidation Including Watering With Lead As Under And All Lifts Etc. Complete. ( C ) 200 To 1000 M 20 1 Providing Burnt Brick Masonary 2Nd Class In Cement Mortar In 1:5 Proportion For Foundation & Superstructure Upto 6.00 Mt. Height Including Striking Out Joints 20 Mm Deep Curing Watering Finishing Joints And Providing Scaffolding As Directed As Comp. 21 1 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 ( B ) C.M. 1:3 22 1 Providing Cement Plaster Of Cement & Sand To Brick Masonary Including Racking Out Joint With Scaffolding Finishing Watering Curing Etc. Complete. ( B ) 12Mm Thick C.M. 1:3 23 1 Providing And Laying 7.5 Cms Thick Cast In Situ Cement Concrete 1:2:4 Garde With The Use Of Crushed Aggregate 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. Complete. 24 1 Providing And Laying 10 Cms Thick Cast In Situ Cement Concrete 1:2:4 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. 25 1 Clearing Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing 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 ) ( Item Executed By Labour ) ( A ) For Canal Below 20 Cusecs. 26 1 Clearing Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing 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 ) ( Item Executed By Labour ) ( B ) For Canal 20 To 250 Cusecs. 27 1 Clearing Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing 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 ) ( Item Executed By Labour ) ( C ) For Canal 250 To 500 Cusecs 28 1 Clearing Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing 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 ) ( Item Executed By Labour ) ( D ) For Canal Above 500 Cusecs. 29 1 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. 30 1 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 31 1 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. B ) For Kundies 32 1 Providing & Filling The Empty Bag Filled With Good Selected Earth Or Sand Including Stitching And Laying Or Stacking As And Where Directed With All Lead And Lift Etc. Complete. 33 1 Providing Jcb / Excavator On Site Of Work Including Charges Of Fuel, Lubricant, Driver Etc. Complete ( A ) Jcb [ Market Rate ] 34 1 Providing Tractor With Trolly Incl. Charges Of Fuel, Lubricant And Driver Etc. No. 35 1 Dewatering For Head Works And Allied Work, Foundation Area, Pits, Trenches With Diesel Or Electrical Pumping Arrangements Including All Cost Of Pipeline, Materials, Labours As Directed With All Lift Etc. Completed. 36 1 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 37 1 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. ) ( B ) For Medium Dence 38 1 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. ) ( C ) For Heavy Dence 39 1 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 40 1 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 ( B ) 0.56 To 7.00 Cumec 41 1 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 ( C ) Below 0.56 Cumec 42 1 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 ( D ) For Drain Above 15 Cumecs 43 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 150 Mm Dia 44 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 225 Mm Dia 45 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 300 Mm Dia 46 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 450 Mm Dia 47 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 600 Mm Dia 48 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 750 Mm Dia 49 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 900 Mm Dia 50 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 1050 Mm Dia 51 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 1200 Mm Dia 52 1 Providing, Supplying, Laying And Fixing In Position Underground R.C.C. Hume Pipe Of Np 2 Class Pipes As Per I.S.I. Standard 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. 1500 Mm Dia No. 53 1 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 54 1 Providing Murrum On Canal Service Road Incl. Spreading The Same And Dressing The Top Surface In Required Grade And Camber Etc. Comp. B ) Soft Murrum / Binding Material 55 1 Providing And Laying Hysd / Tmt Fe 415 Steel Bar Reinforcement For R.C.C. Works And Anchor Bar 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 56 1 Providing And Laying Irs / Np 3 Pipes As Conduit, Including Laying In Position As Per Approved Drawing, Making Joints In C.M. ( 1:1 ) Curing Testing With All Leads And Lifts Etc Complete. ( I ) 900 Mm Dia ( Internal ) 57 1 Providing And Laying Irs / Np 3 Pipes As Conduit, Including Laying In Position As Per Approved Drawing, Making Joints In C.M. ( 1:1 ) Curing Testing With All Leads And Lifts Etc Complete. ( Ii ) 1050 Mm Dia ( Internal ) 58 1 Providing And Laying Irs / Np 3 Pipes As Conduit, Including Laying In Position As Per Approved Drawing, Making Joints In C.M. ( 1:1 ) Curing Testing With All Leads And Lifts Etc Complete. ( Iii ) 1200 Mm Dia ( Internal ) 59 1 Providing Weep Holes 100 Or 110 Mm Dia. Pipe In The Retaining Wall Etc Complete. ( A ) A.C.Pipe 2 Mt. Long 60 1 Providing Weep Holes 100 Or 110 Mm Dia. Pipe In The Retaining Wall Etc Complete. ( B ) P.V.C.Pipe ( 6Kg / Cm2 ) 61 1 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. ( A ) 45 Cm Thick Pitching With 25 Cm Filter 62 1 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. ( B ) 30 Cm Thick Pitching With 15 Cm Filter 63 1 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. ( C ) 23 Cm Thick Pitching With 15 Cm Filter Smt. 64 1 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 Smt. 65 1 ( E ) 45 Cm Thick Pitching With 15 Cm Thick Graded Gravel & Metal And 15 Cm Thick Sand Filter Layer With Header Stone Should Be Provided As Per Drawing. Smt. 66 1 Dismantling Road Surface Including Sorting & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specifications Etc. Complete. ( A ) Cement Concrete Cum 67 1 Dismantling Road Surface Including Sorting & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specifications Etc. Complete. ( B ) Asphalt Smt. 68 1 Dismantling Road Surface Including Sorting & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specifications Etc. Complete. ( C ) W.B.M. Cum 69 1 Dismantling Road Surface Including Sorting & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specifications Etc. Complete. ( D ) Metal Cum 70 1 Dismantling Masonry In Lime Or Cement & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specification Etc. Comp. ( A ) Brick Cum. 71 1 Dismantling Masonry In Lime Or Cement & Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Under Detailed Specification Etc. Comp. ( B ) Stone Cum. 72 1 Dismantling Riprap Pitching Sorting Stacking Of Useful And Unuseful Material From The Dismantled Materials In Lead Upto 200 Mt. As Directed Under Detail Specification Etc. Complete. ( A ) 30 Thick Pitching With Filter 73 1 Dismantling Riprap Pitching Sorting Stacking Of Useful And Unuseful Material From The Dismantled Materials In Lead Upto 200 Mt. As Directed Under Detail Specification Etc. Complete. ( B ) 45 Thick Pitching With Filter 74 1 Dismantling C.C. Foundation Or Flooring Sorting & Stacking Useful And Unuseful Material From The Dismantled Materials Lead Upto 200Mt. As Directed Under Detailed Specifications Etc. Comp. 75 1 Removing Lime Or Cement Plaster Including Racking Out Joints 20 Mm Deep Etc. Comp. 76 1 Removing Lime Or Cement Pointing Including Racking Out Joints 20 Mm Deep Etc. Comp. 77 1 Dismantling Of Rcc Work Viz. Slab, Beam, Lintle, Barrel, Staire Case, Etc. Including Removing The Steel From The Dismantled Portion Without Damage To Reinforcement Sorting And Stacking Of Useful And Unuseful Material From The Dismantled Material Directed Under Detailed Specifications Etc.Comp. 78 1 Removing The Damaged Precast Cc Block Lining Including Breaking The Joints, Removing The Same Sorting And Stacking Useful And Unuseful Material From Dismantled Material Upto Lead Of 200 Mt. Directed Under Detail Specification Complete. ( A ) Up To 7.50Cm Thick 79 1 Removing The Damaged Precast Cc Block Lining Including Breaking The Joints, Removing The Same Sorting And Stacking Useful And Unuseful Material From Dismantled Material Upto Lead Of 200 Mt. Directed Under Detail Specification Complete. ( B ) Up To 7.50Cm Thick Incl. Base Layer Of Ldpe, Sand And Plaster. 80 1 Dismantling The Rubble Pitching Including Sorting Out And Stacking Of Useful Materials At Site Upto Lead 200 Including Removing The Rubbish As Directed Etc. Complete. ( I ) 23 Cm Thick Pitching 81 1 Dismantling The Rubble Pitching Including Sorting Out And Stacking Of Useful Materials At Site Upto Lead 200 Mt. Including Removing The Rubbish As Directed Etc. Complete. ( Ii ) 30 Cm Thick 82 1 Dismantling The Rubble Pitching Including Sorting Out And Stacking Of Useful Materials At Site Upto Lead 200 Mt. Including Removing The Rubbish As Directed Etc. Complete. ( Iii ) 45 Cm Thick 83 1 Dismantling The Rubble Pitching Including Sorting Out And Stacking Of Useful Materials At Site Upto Lead 200 Mt. Including Removing The Rubbish As Directed Etc. Complete. ( Iv ) 60 Cm Thick 84 1 Dismantling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Upto Lead 200 Mt.As Directed Under The Specification. ( I ) 225Mm To 400 Mm Diameter 85 1 Dismantling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Upto Lead 200 Mt.As Directed Under The Specification. ( Ii ) 450Mm To 600 Mm Diameter 86 1 Dismantling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Upto Lead 200 Mt.As Directed Under The Specification. ( Iii ) 650Mm To 900 Mm Diameter 87 1 Dismantling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Upto Lead 200 Mt.As Directed Under The Specification. ( Iv ) 1000Mm To 1200 Mm Diameter 88 1 Providing And Fixing Marble Plate 45Cms X 60 Cms Size Including Engraving For Letters As Directed Etc. Complete. 89 1 Box Cutting The Road Surface To Proper Slope And Camber For Making A Base For Road Work Including Removing The Excavated Stuff And Depositing On The Road Side Slope As Directed Upto 50Mt.Lead 90 1 Supplying Of Graded Stone Aggregate Of Following Sizes ( For W.B.M. Road ) ( 3 ) Crushed Stone Aggregate For Hard Quality Up To 63 Mm Size 91 1 ( I ) Supplying Of Murrum / Binding Materials 92 1 Spreading The Stone Aggregate For Rolling And W.B.M. Including Filling The Interstices To Required Camber And Gradient 40Mm To 63Mm Size Aggreagates ( H.B. ) 93 1 Spreading Blindage Or Road Crust Filling The Gaps In Metal And Leveling To Camber And Gradient As Directed. ( I ) Murrum 94 1 Rolling And Consolidation Of Soling Including Filling In Depression Which Occur During The Process, With Power Roller 8 Tonne To 12 Tonne. 95 1 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 96 1 White Washing With Lime On Wall Surface ( Two Coats ) To Give An Even Shade Including Thoroughly Booming The Surface To Remove All Dirt, Dust; Mortar Drops And Other Foreign Matter. 97 1 Writing Letter Or Figures On Any Surface With Black Japan Paint ( Stops, Comas, Hyphens And The Like Not To Be Measured And Paid For Separately ) ( Ii ) Indian ( Letters / Figures ) 98 1 Providing Hitachi Excavator On Site Of Work Including Charges Of Fuel, Lubricant, Driver Etc. Complete ( A ) 210 Hitachi Excavator 99 1 Cleaning The Slope Of Dam Within The Dam Boundary By Removing The Bushes, Shrubs, Girth And Small Trees Including Depositing The Materials As And Where Directed Up To 50 Mt. Lead And All Lift Etc. Complete. 100 1 Dry Rolling Of Earth Work With Light Rollers ( Upto 2 Ton Capacity ) As Directed With All Lifts Etc. Complete. 101 1 Providing And Laying In Position Reinforce Cement Concrete Using Crushed Aggregate Including Providing Necessary Form Work, Centering, Vibrating, Smooth Specified Finishing, Curring As Required For Specified Leads And All Lifts Etc Complete In M-15 Grade ( A ) For Foundation 102 1 Providing And Laying In Position Reinforce Cement Concrete Using Crushed Aggregate Including Providing Necessary Form Work, Centering, Vibrating, Smooth Specified Finishing, Curring As Required For Specified Leads And All Lifts Etc Complete In M-15 Grade ( B ) For Staunching Rings / Coping And Stilling Basin Etc. 103 1 Providing And Laying In Position Reinforce Cement Concrete Using Crushed Aggregate Including Providing Necessary Form Work, Centering, Vibrating, Smooth Specified Finishing, Curring As Required For Specified Leads And All Lifts Etc Complete In M-15 Grade ( C ) For Walls, Including Top And Bottom Slab Of Outlet Sluice Etc Complete. 104 1 Providing And Laying In Position Reinforce Cement Concrete Using Crushed Aggregate Including Providing Necessary Form Work, Centering, Vibrating, Smooth Specified Finishing, Curring As Required For Specified Leads And All Lifts Etc Complete In M-20 Grade ( A ) For Foundation 105 1 Providing And Laying In Position Reinforce Cement Concrete Using Crushed Aggregate Including Providing Necessary Form Work, Centering, Vibrating, Smooth Specified Finishing, Curring As Required For Specified Leads And All Lifts Etc Complete In M-20 Grade ( B ) For Staunching Rings / Coping And Stilling Basin Etc. 106 1 Providing Cast In Situ Controlled Concrete M-25 Mix For R.C.C. Including Necessary Centering, Form Work, Scaffolding And Vibrating, Curing Finishing As Specified With All Specified Leads And Lifts Etc. Complete. ( A ) Pier Cap. ( Msa 40 Mm ) 107 1 Providing Cast In Situ Controlled Concrete M-25 Mix For R.C.C. Including Necessary Centering, Form Work, Scaffolding And Vibrating, Curing Finishing As Specified With All Specified Leads And Lifts Etc. Complete. ( B ) Deck Slab. ( Msa 40 Mm ) 108 1 Providing Cast In Situ Controlled Concrete M-25 Mix For R.C.C. Including Necessary Centering, Form Work, Scaffolding And Vibrating, Curing Finishing As Specified With All Specified Leads And Lifts Etc. Complete. ( C ) Main & Cross Girder. ( Msa 40 Mm ) 109 1 Providing And Laying Rubble For Appron ( Each Stone Weighting Not Less Than 40Kg. ) Including And Packing And Filing In The Interestices With Quarry-Spalls. 110 1 Carrying Out Timber Treatment To All Wood Work Including Drilling Holes And Spraying Oil Based Chemical Solution On Surface Of Timber Work For Termite Control Including Labor And Material Etc. Complete. Using Chlorpyriphos 20 Ec As Per 6313 2013 Part Iii ( 1% Concentration By Mass ) Is Recommended One Litre Chemical Emulsion Diluted With 19 Liters Of Kerosene. Total Diluted Concentration Will Be 20 Liters Inclusive Of 1 Liter Chemical Emulsion Application In Drilled Holes And 0.75 / Litre Chemical Per One Sqmt Two Coat On Wood Surface Not Protected By Paint Or Varnish. Applying General Insecticide Pest Control Treatment To Floors, Cupboards Etc Including Labour Materials Etc. Complete. Using Imidacloprid 30.5 Scas Per Is 6313 Part -Ii ( ( 0.075% Concentration By Mass ) Is Recommended 10.5Ml Chemical Diluted With 5 Liters Of Water Application 0.5 Litre Chemical / Sqm Of Surface Is Recommended As Per I.S. Carring Out Plinth Treatment To Post Construction / Existing Structure By Spraying Chemical Solution For Termite Control Treatment Including Labour And Material Consistment With I.S.I Specification. Using Chlordene And Chiorpurfiles 20 Ec. As Per 6131_Paret-Ii Consentration Weight One Percent Is Recommended I.E One Litre 20 Ec Chemical Emulsion With 19 Liter Give 1 % Concrentration Inclusive Of One Litre Chemical Emulsion Appication At The Rate Of 5 Litre Chemical / Sqm Of Surface Is Recommended As Per I.S Carrying Out Wall Treatment For Termite Control Including Spraying With Chemical Solution In Oil Base Including Labour And Material Using Chlorpyriphos 20 Ecas Per Is 6313 Part - Ii ( 1% Concentration By Mass ) Is Recommended I.E One Litre Chemical Emulsion Diluted With 19 Liter Oil Base. Total Solution Will Be 20 Liters Inclusive Of One Liter Chemical Emulsion Application At The Rate Of 7.5 Litre Chemical / Sqm Of Surface Is Recommended As Per I.S. Providing And Fixing Pre-Cast Concrete Kerb Stone Of Gray Cement Based Concrete Block 30Cm Length, 30Cm Height And 15Cm Thick Of M200 Grade Concret As Per Approved Design And Including Excavation The Joint With C:M 1:3 ( 1Cement:3Fine Sand ) Etc Complete. 1 Providing And Fixing Pre-Cast Concrete Kerb Stone Of Gray Cement Based Concrete Block 30Cm Length, 30Cm Height And 15Cm Thick Of M250 Grade Concret As Per Approved Design And Including Excavation For Fixing In Proper Line And Level, Filling The Joint With C:M 1:3 ( 1Cement:3Fine Sand ) Etc Complete. 1 Providing And Fixing Pre-Cast Rubber Dye / Steel Dye Inter Locking Concrete Block 60Mm Thick With Grade Of Concrete M300 Pnumatic Compressed / Vibrated Mechanically And As Per Approved Design Confirming To Is 15658 : 2006 Including 35 Mm Sand Layer For Levelling And Filling The Joint With Sand In Proper Line And Level As Per Guidlines Of Irc : Sp 63-2018 Etc. Complete. 1 Providing And Fixing Window Having Extruded Aluminum Colour Anodized Section Frame Main Outer Size 127Mm X 38.10Mm X 1.35Mm @Wt. 1.384Kg / M, Horizontal Four Track Member Size 122.20Mm X 31.75Mm X 0.10Mm@ Wt 1.205 Kg / M, Vertical Member Of Size 122.20Mm X 31.75Mm X 1.50Mm @1.398 Kg / Mt With Sliding Shutters Of Horizontal Member Size 40Mm X 18Mm X 1.29Mm@ 0.456Kg / Mt , Vertical Member Of Size 40Mm X 18Mm X 1.29Mm @ 0.456 Kg / Mt With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Powder Coated Aluminum Fittings And Fixtures And Transparent Silicon Sealant Glass Fixing To Frame As Per Details Etc Complete For Window. 1 Providing And Fixing Window Having Extruded Aluminum Colour Anodized Section Frame Main Outer Size 95Mm X 24Mm X 1.17Mm @ Wt.Of 0.738 Kg / Mt , Horizontal Three Track Member Size 92Mm X 31.75Mm X 1.30Mm, @ Wt.1.07 Kg / Mt , Vertical Member Of Size 92Mm X 31.75Mm X 1.50Mm @ Wt. 1.06 Kg / Mt With Sliding Shutters Of Horizontal Member Size 40 Mmx18mm X1.29Mm @ Wt.Of 0.456 Kg / Mt, Vertical Member Of Size 40Mm X 18Mm X 1.29 Mm @ Wt.Of 0.456Kg / Mt / With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Powder Coated Aluminum Fittings And Fixtures And Transparent Silicon Sealant Glass Fixing To Frame As Per Details Etc 1 Providing And Fixing Window Having Extruded Aluminum Colour Anodized Section Frame Main Outer Size 63.50 X 38.10 X 1.95 Mm, @ Wt 1.094 Kg / Rmt, Horizontal Two Track Member Size 61.85 Mm X 31.75 Mm X 1.20Mm @ Wt.Of 0.695 Kg / Mt, Vertical Member Of Size 61.85 Mm X 31.75Mm X 1.30 Mm @ Wt.Of 0.659 Kg / Mt With Sliding Shutters Of Horizontal Member Size 40Mm X 18Mm X 1.29Mm @ Wt.Of 0.456Kg / Mt, Vertical Member Of Size 40Mm X 18Mm X 1.29Mm @ Wt.Of 0.456Kg / Mt, @ Wt. 0.457 Kg / Mt With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Powder Coated Aluminum Fittings And Fixtures And Transparent Silicon Sealant Glass Fixing To Frame As Per Details Etc Complete For Window. 1 Providing And Fixing Standared Extruded Of Alluminium Section Of Size 63.50 X 38.10 X 1.95 Mm @ Wt 1.094Kg / Rmt With Colour Anodized Alluminium Frame With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Colour Anodized Alluminium Frame For Ventilation With 5 Mm Thick Frosted Glass As Details Etc Complete For.Window 1 Providing And Fixing Standared Extruded Of Alluminium Section Of Size 63Mm X 38.10Mm X 1.2Mm @ Wt. 0.643 Kg / Mt With Colour Anodized Alluminium Frame For Ventilation With 5 Mm Thick Frosted Glass As Details Etc Complete For Ventilation 1 Providing And Fixing Standared Extruded Of Alluminium Section Of Size 63.50 X 38.10 X 1.95 Mm, @ Wt 1.094Kg / Rmt With Colour Anodized Alluminium Frame With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass As Details Etc Complete For Fix Window. 1 Provoding And Fixing Flush Door Shutters, Solid Core Construction With Frame Of First Class Hardwood With Cross Board And Face Veneer Or Plywood Face Panels, Including Anodised Alluminium Butt Hinges With Necessary Screws. ( B ) Non-Decorative Type And Block Board Core Anodised Alluminium Butt Hinges In Flush Door Shutters ( 2 ) 35 Mm Thick. 1 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clerestory Windows Including Indian Teak Wood Frames 10 Cm X 7 Cm. Size Including Anodized Alluminium Fixtures And Fastenings Including Primer Coat Of Approved Quality And Two Coats Of Oil Painting Etc, Complete. ( Ii ) Fully Panelled. 1 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clerestory Windows Including Indian Teak Wood Frames 10 Cm X 7 Cm. Size Including Anodized Alluminium Fixtures And Fastenings Including Primer Coat Of Approved Quality And Two Coats Of Oil Painting Etc, Complete. ( Iii ) Partly Panelled And Partly Glazed. 1 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clerestory Windows Including Indian Teak Wood Frames 12 Cm X 7 Cm. Size Including Anodized Alluminium Fixtures And Fastenings Including Primer Coat Of Approved Quality And Two Coats Of Oil Painting Etc, Complete. ( Ii ) Fully Panelled. 1 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clerestory Windows Including Indian Teak Wood Frames 12 Cm X 7 Cm. Size Including Anodized Alluminium Fixtures And Fastenings Including Primer Coat Of Approved Quality And Two Coats Of Oil Painting Etc, Complete. ( Iii ) Partly Panelled And Partly Glazed. 1 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clerestory Windows Including Indian Teak Wood Frames 12 Cm X 7 Cm. Size Including Black Enamelled Iron Oxidized Fixtures And Fastenings Including Primer Coat Of Approved Quality And Two Coats Of Oil Painting Etc, Complete. ( Ii ) Fully Panelled. 1 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clerestory Windows Including Indian Teak Wood Frames 12 Cm X 7 Cm. Size Including Black Enamelled Iron Oxidized Fixtures And Fastenings Including Primer Coat Of Approved Quality And Two Coats Of Oil Painting Etc, Complete. ( Iii ) Partly Panelled And Partly Glazed. 1 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clerestory Windows Including Indian Teak Wood Frames 12 Cm X 7 Cm. Size Including Black Enamelled Iron Oxidized Fixtures And Fastenings Including Primer Coat Of Approved Quality And Two Coats Of Oil Painting Etc, Complete. ( I ) Fully Glazed. 1 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clear Story Windows Including Anodised Alluminium Butt Hinges With Necessary Screws. ( A ) Indian Teak Wood ( Ii ) Fully Glazed. 1 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clear Story Windows Including Anodised Alluminium Butt Hinges With Necessary Screws. ( A ) Indian Teak Wood ( Iii ) Partly Panelled And Partly Glazed. 1 Providing And Fixing 35 Mm Thick Shutters For Doors, Windows And Clearstory Windows Including Blackenamelled M.S. Butt Hinges With Necessary Screws. ( A ) Indian Teak Wood. ( I ) Fully Panelled. 1 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. 1 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. 1 Cleaning And Painting U / S Faceof Skin Plate Of Radial / Vertical Gate By Applying One Coat Of Zinc Primer Red Oxide And Two Coats Of Black Shade Epoxy Paint Including Cost Of Material, Labour Tools Safety Arrangements, Scaffolding Etc Complete 1 Providing Epoxy Plaster 6 To 8 Mm Average Thickness Including Filling Of All Pot-Holes / Ditches With Epoxy Mortar Up To Required Depth By Using Resin, Hardner And Aggregates Confirming I.S. 9162 In Proportion 0.7:0.3:6.5 By Weight On Exposed Damaged, Old And Rough Surfacel Of Spillway With Proper Application Of Necessary Primer Coat Of Resign And Hardner In Proportion 2:1 By Weight Confirming I.S. 9197 To Give Proper Bond Between Old Surface And Epoxy Plaster Incuding Necessary Cleaning, Cheeping Of Old Surface Of Existing Concrete Including Scaffolding, Tool Bars For Job With All Labour Including All Lifts Etc. Complete. 1 Providing And Fixing The Iron Rod For Steel Gates Incl. Providing Big Size Thread And Finishing As Required Etc. Comp. ( A ) Dia. Of Bar 38Mm Rod For 1.00 Rmt Length 1 Providing And Fixing The Iron Rod For Steel Gates Incl. Providing Big Size Thread And Finishing As Required Etc. Comp. ( B ) Dia. Of Bar 50Mm Rod For 1.00 Rmt Length 1 Providing And Fixing The Iron Rod For Steel Gates Incl. Providing Big Size Thread And Finishing As Required Etc. Comp. ( C ) Dia.Of Bar 60Mm Rod For 1.00 Rmt Length 1 Providing And Fixing Heavy Duty C.I Nut For Steel Gates As Directed Etc. Comp. ( A ) 38Mm Dia Bar 1 Providing And Fixing Heavy Duty C.I Nut For Steel Gates As Directed Etc. Comp. ( B ) For 50Mm To 63Mm Dia Bar 1 Providing And Fixing 5 M.T Hoist C.I Top Cover As Directed Etc. Comp. 1 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. 1 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 1 Providing And Laying Soda Ash / Jute Bags Filled With Good Selelcted Earth Incl. Stitching And Laying As Dsirected Etac. Com. ( 75 To 100 Kg Cap. ) 1 Lowering / Lifting Of 3 Phase Submersible Pump Set With Ms / Gi Column Pipe Into Bore Well Inculding Checking Of Therads Of Each Pipe With Coupling / Welding & Jointing Cable With Fuse Unit Box / Control Panel Board Including Fitting Accessories By Means Of Mechanised Derrick / Chain Pulley Block Including Satisfactory Testing. B ) Above 150 To 300 Meter Depth 1 Opening The Submersible Pump Set For Fault Finding, Carryout Required Repairs Reffiting The Same With Necessary Oiling, Greasing &Overhauling & Making Pump Set In Good Condition. ( Excluding Cost Of Repairing. Includes To & From Transportation ) ( Iii ) 20 Hp To 35 Hp 1 Rewinding Of Submersible Motor By Using Approved Make Pvc Insulated Copper Winding Cores Of Suitable Size Complete With Connection. Capacity Suitable For Pump Of Following Size. Dismantled Matarials To Be Retained By Agency. ( F ) 26 To 35 Hp 1 Replacement Of Bronze / Carbon Thrust, Bearing With Fibre Plastic And Housing For ( Ii ) 200Mm Dia 1 Replacement Of Motor Brush , Upper / Lower With Follwing Material ( A ) Bronze ( Ii ) 200Mm Dia 1 Replacement Of Stage Casing Bowl With Nuts And Bolts. ( A ) C.I. ( Ii ) 200Mm Dia 1 Replacement Of Bronze Impeller With Neck Ring. ( Ii ) 200Mm Dia 1 Replacement Of Shaft Sleeve Stainless Steel. ( Ii ) 200Mm Dia 1 Replacement Of Bowl Bearing / Bush ( B ) Lead ( Ii ) 200Mm Dia 1 Replacement Of S.S. Shaft For ( A ) 3 Stage Pump ( Ii ) 200Mm Dia 1 Replacement Of Suction Strainer ( Ii ) 200Mm Dia 1 Supply Of Various Size Of Isi Marked Heavy Duty Gi Column Pipe As Per Is: 1239 Part I With Latest Amendment. ( Rates Are Exclusive Of Gst ) ( D ) 100 Mm Dia. 1 Pvc Insulated Flat Submersible Cable As Per Detailed Technical Specifications Of R / C Of Gwssb Conforming To Is 694, Iec 60227 / 60228. ( Rates Exclusive Of Gst ) ( G ) 1 R X 3 C X 25.0 Mm2 1 3 Phase Borewell Submersible Pump Sets ( Rates Exclusive Of Gst ) Electric Motor Driven Borewell Submersible Pump Set Confirming To Is 8034 And Motor Confirming To Is 9283 Working At 3 Phase 400 / 440 Volt 50 Hz Ac Supply & 2900 Rpm. ( 32 ) Cat. No.8.2 , Discharge In Lpm 800, Head In Mtr 144, Motor Hp Minimum 45 1 Jacking Of Pipes From Failed Tube Well From Ground Level To 6 Meter Bgl By Heavy Duty Power Crane Brought To Site Of Work On Rental Basis For Following Size Of Pipe Including Carting Of Recovered Pipes From Site To Sub Divisional Store As Directed.Vi ) 100 Mm Dia From Gl To 6.0 Meter Bgl. 1 Jacking Of Pipes From Failed Tube Well Further From 6.00 Meter Bgl Till Recovery Continues. 100 Mm Dia 1 Job Work Of Loading Of Ms / Gi Column Pipes Of 3 Meter Length Of Following Size Into Truck Or Unloading From The Truck And Stacking The Same In Sub Divisional Store As Directed. 100 Mm 1 Gi Fittings ( Elbows, Nipple, Step Nipple, Union, Plug, Tee, Coupling, Reducer ) ( B ) Above 65 Mm And Up To 100 Mm 1 Supply Of Various Size Of Isi Marked Heavy Duty Gi Column Pipe As Per Is: 1239 Part I With Latest Amendment. ( Rates Are Exclusive Of Gst ) ( D ) 100 Mm Dia. Note:-Above Rates Of Heavy G.I. Column Pipes Are Based On Hrc Wpi Index ( 163.7 ) And Zinc Wpi Index ( 154.6 ) In Month Of ( November- 2021 ) ( Without Gst )

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