Unit Rates Of Composite Items For Maintenance And Repairs Works Of Irrigation Schemes, Checkdam, Pt, Vt Under Panchayat Irrigation Division, Amreli-1 Extra Lead Charges For Transporting The Borrow Area / Excavated Usable Materials For Earthen Dam Beyond The Basic Lead Of 1.0 Km And Up To 5.0 Km For Each Additional Km Or Part There Of Inclusive Of All Lift Etc. Complete. 2 Providing And Laying Dry Rubble Pitching With 20 Cms Gravel / Metal And 20 Cms Sand Layers As Base Of Inverted Graded Filter And Without Headers Stone But Including Hand Packing Trimming And Dressing Of Slopes Etc. Complete A ) 30 Cms Thick Stone Pitching 3 Providing And Laying Dry Rubble Pitching With 20 Cms Gravel / Metal And 20 Cms Sand Layers As Base Of Inverted Graded Filter And Without Headers Stone But Including Hand Packing Trimming And Dressing Of Slopes Etc. Complete B ) 45 Cms Thick Stone Pitching 4 Providing And Laying Dry Rubble Pitching With 20 Cms Gravel / Metal And 20 Cms Sand Layers As Base Of Inverted Graded Filter And Without Headers Stone But Including Hand Packing Trimming And Dressing Of Slopes Etc. Complete C ) 60 Cms Thick Stone Pitching 5 Providing And Laying Dry Rubble Stone Pitching Without Base, Inverted Filter And Header Stone But With 10 Cms Thick Murrum Layer ( For Base ) Including Hand Packing & Trimming & Dressing Slopes Etc Complete ( B ) 23 Cm Thick Stone Pitching 6 Providing And Laying Dry Rubble Stone Pucca Pitching Without Base, Inverted Filter And Header Stone But With 10 Cms. Thick Murrum Layer ( For Base ) Incl. Hand Packing And Trimming & Dressing Slopes Etc Complete ( A ) 15 Cms Thick Stone Pitching With Pointing In C.M. 1:2 7 Providing And Laying Dry Rubble Stone Pucca Pitching Without Base, Inverted Filter And Header Stone But With 10 Cms. Thick Murrum Layer ( For Base ) Incl. Hand Packing And Trimming & Dressing Slopes Etc Complete ( B ) 23 Cm Thick Stone Pitching With Pointing In C.M. 1:2 8 ` 9 Rehandling The Excavated Stuff Incl Stacking As And Where Directed For All Sort Of Soil, Soft Murrum, Hard Murrum, Soft Rock, Hard Rock Etc. For Specified Lead As Under And All Lift Incl Loading Unloading Transportation Etc Complete Without Rolling And Watering. ( A ) Lead Up To 200 Mt. 10 Rehandling The Excavated Stuff Incl Stacking As And Where Directed For All Sort Of Soil, Soft Murrum, Hard Murrum, Soft Rock, Hard Rock Etc. For Specified Lead As Under And All Lift Incl Loading Unloading Transportation Etc Complete Without Rolling And Watering. ( B ) Lead 200 Mt To 500 Mt. 11 Rehandling The Excavated Stuff Incl Stacking As And Where Directed For All Sort Of Soil, Soft Murrum, Hard Murrum, Soft Rock, Hard Rock Etc. For Specified Lead As Under And All Lift Incl Loading Unloading Transportation Etc Complete Without Rolling And Watering. ( C ) Lead 500 Mt To 1 Km. Chapter-2 Spillway 12 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregrate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrator Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. ( I ) For Bucket And End Sill Etc A Concrete Grade M-20 And Msa-40Mm ( Graded ) 13 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregrate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrator Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. ( I ) For Bucket And End Sill Etc B Concrete Grade M-20 And Msa-80Mm ( Graded ) 14 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregrate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrator Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. ( I ) For Bucket And End Sill Etc C Concrete Grade M-25 And Msa-40Mm ( Graded ) 15 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregrate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrator Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. ( I ) For Bucket And End Sill Etc D Concrete Grade M-25 And Msa-80Mm ( Graded ) 16 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregrate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrator Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. ( Ii ) For Ogee Crest, U / S And D / S Face Skin Concrete. E Concrete Grade M-20 And Msa-40Mm ( Graded ) 17 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregrate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrator Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. ( Ii ) For Ogee Crest, U / S And D / S Face Skin Concrete. F Concrete Grade M-20 And Msa-80Mm ( Graded ) 18 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregrate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrator Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. ( Ii ) For Ogee Crest, U / S And D / S Face Skin Concrete. G Concrete Grade M-25 And Msa-40Mm ( Graded ) 19 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregrate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrator Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. ( Ii ) For Ogee Crest, U / S And D / S Face Skin Concrete. H Concrete Grade M-25 And Msa-80Mm ( Graded ) 20 Providing And Laying Brick Masonary Using Locally Available Traditional ( 2Nd Class ) Bricks And Cement Mortar By Mass Incl Striking Out Joints, Curing, Finishing And Scaffolding Etc. Complete. ( A ) In C.M. 1:5 For All Lead And Lift. 21 Cement Plaster 20 Mm Thick In Single Coat To Stone Masonry In C.M. 1:3 Including Finishing, Curing, Scaffolding Etc. Complete. A ) Upto 6.00 Mt. Height 22 Cement Plaster 20 Mm Thick In Single Coat To Stone Masonry In C.M. 1:3 Including Finishing Curing Scaffolding Etc. Complete. B ) Above 6.00 Mt. Height 23 Cement Plaster 12Mm Thick In Single Coat To Cc / Rcc / Masonry Work In C.M. 1:3 Including Finishing Curing Scaffolding Etc Complete. ( A ) Upto 6.00 Mt. Height 24 Cement Plaster 12Mm Thick In Single Coat To Cc / Rcc / Masonry Work In C.M. 1:3 Including Finishing, Curing Scaffolding Etc Complete. ( B ) Above 6.00 Mt. Height 25 Sand Face Type Cement Plaster 20Mm Thick In Two Coat ( I ) Backing Coat 12Mm Thick In C.M. 1:3 And ( Ii ) Finishing Coat 8Mm Thick In C.M.1:2 Including Finishing Curing Scaffolding Etc Complete. ( A ) Upto 6.0 Mt. Height 26 Sand Face Type Cement Plaster 20Mm Thick In Two Coat ( I ) Backing Coat 12Mm Thick In C.M. 1:3 And ( Ii ) Finishing Coat 8Mm Thick In C.M.1:2 Including Finishing Curing Scaffolding Etc Complete. ( B ) Above 6.0 Mt. Height ( Reg. Sor 2015-16, Pg No-9, Item No-20 ( B ) ) 27 Wire Mesh Cement Plaster 20Mm Thick In C.M.1:3 With Mesh Of 90X90mm And Wire 2.5Mm Dia.Incl Cost Of Anchor / Holding Bars Fixed In The Masonary / Cc / Rcc At Specified Spacing Incl Drilling Holes And Grouting For Retrofitting & Repairing Incl Racking Out Joints, Scaffolding Curing Etc Complete. 28 Providing And Fixing G.I.Pipe Railing ( B-Class Medium Duty ) As Per Design Of 1.0 Mt Height Using 75X75x10mm Size M.S Angle At 2.0 Mt C / C For Vertical Posts And 38 Mm Dia G.I.Pipe For 4 Horizontal Rows Incl One Coat Of Red Oxide Primer & Two Coats Of Oil Paint Etc Complete. 29 Dewatering Of Foundation Area, Pits & Trenches Of Head Works And Allied Works With Diesel Or Electrical Pumping Arrangment Incl Cost Of Pipe Lines, Other Materials, Labours Etc Complete As Directed With All Lifts. Chapter-3 Head Regulator 30 Providing, Cutting, Bending, Binding And Fixing In Position As Per Drawing. Tmt Bar, Fe-415 Reinforcement For R.C.C. Works And Anchor Bars Incl Cost Of Black Annealed 16 To 18 Bwg M.S. Wire Etc.Complete With All Lead And Lift. 31 Providing And Laying Uncoursed Rubble Masonry In Cement And Sand Mortar By Mass And Machine Mixing Including Use Of Header And Bond Stones Etc. And Including Scaffolding And Finishing To Required Shape And Batter End Steps Etc. As Per Drawing And Racking Out The Joints Curing Etc. Complete In All Respect. For All Lead Lifts ( A ) In C.M. 1:5 For Foundation And Superstructure Chapter-4 Check Dam 32 Excavation Of All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl.Sorting And Stacking Useful Materials As Directed Upto 200Mt Lead And All Lift Etc.Completed Incl.Dewatering. ( A ) In Overburden Incl. Hard Murrum. 33 Excavation Of All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl.Sorting And Stacking Useful Materials As Directed Upto 200Mt Lead And All Lift Etc.Completed Incl.Dewatering. ( B ) In Soft Rock 34 Excavation Of All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl.Sorting And Stacking Useful Materials As Directed Upto 200Mt Lead And All Lift Etc.Completed Incl.Dewatering. ( C ) In Hard Rock 35 Prov. & Laying In Position Cement Concrete Using Cement, Sand And Crushed Metal Coarse Aggregrate By Mass And Machine Mix For Pcc / Rcc Including Necessary Formworks Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc Complete. ( Excluding Cost Of Steel ) For Bodywall, Appron, Training Wall, Side Wall, Splay Wall, Key Wall, Cut Of Wall Etc. 4 / A Concrete ( 1:3:6 ) And Msa-40Mm ( Cement Level 220 Kg / Cum ) 36 Prov. & Laying In Position Cement Concrete Using Cement, Sand And Crushed Metal Coarse Aggregrate By Mass And Machine Mix For Pcc / Rcc Including Necessary Formworks Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc Complete. ( Excluding Cost Of Steel ) For Bodywall, Appron, Training Wall, Side Wall, Splay Wall, Key Wall, Cut Of Wall Etc. 4 / B Concrete ( 1:3:6 ) And Msa-80Mm ( Cement Level 200 Kg / Cum ) 37 Prov. & Laying In Position Cement Concrete Using Cement, Sand And Crushed Metal Coarse Aggregrate By Mass And Machine Mix For Pcc / Rcc Including Necessary Formworks Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc Complete. ( Excluding Cost Of Steel ) For Bodywall, Appron, Training Wall, Side Wall, Splay Wall, Key Wall, Cut Of Wall Etc. 4 / C Controlled Concrete Grade M-15 And Msa-40Mm 38 Prov. & Laying In Position Cement Concrete Using Cement, Sand And Crushed Metal Coarse Aggregrate By Mass And Machine Mix For Pcc / Rcc Including Necessary Formworks Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc Complete. ( Excluding Cost Of Steel ) For Bodywall, Appron, Training Wall, Side Wall, Splay Wall, Key Wall, Cut Of Wall Etc. 4 / D Controlled Concrete Grade M-15 And Msa-80Mm 39 Providing, Cutting, Bending, Binding And Fixing In Position As Per Drawing M.S.Steel Bar Reinforcement For R.C.C Works And Anchor Bars Incl Cost Of Black Annealed 16 To 18 Bwg M.S. Wire Etc.Complete With All Lead And Lift. 40 Providing & Fixing In Position 100 / 110 Mm Dia P.V.C Pipe Wheep Holes In Retaining Walls / Side Wall / Abtument Etc. 41 Backfilling With Selected Earth Brought From Out Side Borroe Area Excavated Useful Material Including Watering Ramming Consolidation By Hand Tamping And All Lead And Lift Etc. Complete 42 Providing And Laying 15 Cm Thick Stone Soiling Below Apron Using Stone Weighing Not Less Than 20 Kg Or As Specified As Per Design And Drawing Incl Hand Packing Etc Complete With All Lead And Lift. 43 Providing And Laying Stone Loanching Apron By Using 50% Stone Which Having Weighing Not Less Than 40 Kg Or As Specified Incl Hand Packing And Filling The Interstices By Spouls Etc Complete With All Lead And Lift. 44 Drillin 25 Mm Dia Holes At Distance As Specified And Depth Upto 3.0 Mt For Checkdam Foundation & Fixing Anchor Bars Of Specified Diameter With Cement Grout Incl Cleaning Holes As Directed Etc. ( Excluding Cost Of Bars ) 45 Prov. & Laying In Position Cement Concrete Using Cement, Sand And Crushed Metal ( 40Mm Msa ) Coarse Aggregrate By Mass And Machine Mix For Pcc Incl. Necessary Compaction By Hand Tamping, Curing As Directed With All Lead & Lift Etc Complete. C.C In 1:4:8 For Foundation Leveling Course Chapter-5 Canal 46 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth 0 To 3.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( A ) In Overburden Incl. Hard Murrum. 47 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth 0 To 3.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( B ) In Soft Rock 48 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth 0 To 3.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( C ) In Hard Rock 49 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth 0 To 3.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( D ) In Bhat Rock 50 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth 3.00 To 6.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( A ) In Overburden Incl. Hard Murrum. 51 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth 3.00 To 6.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( B ) In Soft Rock 52 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth 3.00 To 6.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( C ) In Hard Rock 53 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth 3.00 To 6.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( D ) In Bhat Rock 54 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth Above 6.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( A ) In Overburden Incl. Hard Murrum 55 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth Above 6.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( B ) In Soft Rock 56 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth Above 6.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( C ) In Hard Rock 57 Excavation In All Sorts Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto 30 Mt. Lead Etc Complete Incl. Dewatering. ( Depth Above 6.00 Mt ) ( For All Type Canal And Foundation Trenches Of C.D. Works ) ( D ) In Bhat Rock 58 Dry Rolling Of Earth Work With Light Rollers Of Upto 2.0 Tones Capacity As Directed With All Lift Etc Complete. 59 Providing Dummy Bunds And Gutter Along The Canal In All Type Of Soil And Murrum For Proper Drainage And Using The Excavated Materials As Directed Etc Complete With All Leads And Lifts. 60 Backfill With Selected Earth Brought From Outside Including Ramming, Consolidation And Watering With All Lead And All Lifts Etc. Complete. 61 Prov. And Laying In Position Nominal Mix Cement Concrete Using Cement , Sand And Gravel By Mass And Machine Mix For Pcc Including Necessary Formworks, Compaction, Ramming, Curing As Directed With All Lead And Lift Etc Complete. For Foundation Concrete / Other General Purpose ( A ) Concrete Grade ( 1:3:6 ) And Msa 40 To 63 Mm ( Cement Level 220Kg / Cum ) 62 Prov. And Laying In Position Nominal Mix Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For C.C. Work Incl. Necessary Formworks Centering Scaffolding Compaction By Mechenical Vibrator, Curing As Directed With All Lead And Lift Etc Complete. For General Purpose ( A ) Concrete Grade 1:3:6 And Msa-40 Mm ( Cement Level 220 Kg / Cum ) 63 Prov. And Laying In Position Nominal Mix Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For C.C. Work Incl. Necessary Formworks Centering, Scaffolding, Compaction By Mechenical Vibrator, Curing As Directed With All Lead And Lift Etc Complete. For General Purpose ( A ) Concrete Grade 1:3:6 And Msa-80 Mm ( Cement Level 200 Kg / Cum ) 64 Prov. And Laying In Position Nominal Mix Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For C.C. Work Incl. Necessary Formworks Centering Scaffolding Compaction By Mechenical Vibrator, Curing As Directed With All Lead And Lift Etc Complete. For General Purpose ( C ) Controlled Concrete Grade M-15 And Msa-40 Mm 65 Prov. And Laying In Position Nominal Mix Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For C.C. Work Incl. Necessary Formworks Centering Scaffolding Compaction By Mechenical Vibrator, Curing As Directed With All Lead And Lift Etc Complete. For General Purpose ( D ) Controlled Concrete Grade M-15 And Msa-80 Mm 66 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Plinth Course & Coping ( A ) Concrete Grade M-15 And Msa-20 Mm 67 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Plinth Course & Coping ( B ) Concrete Grade M-15 And Msa-40 Mm 68 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Plinth Course & Coping ( C ) Concrete Grade M-20 And Msa-20 Mm 69 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Plinth Course & Coping ( D ) Concrete Grade M-20 And Msa-40 Mm 70 Prov. And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregrate By Mass And Machine Mix For R.C.C / Cc Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead & Lift Etc Complete Excluding The Cost Of Reinforcement For Slabs And Lofts A Concrete Grade M-25 And Msa-20Mm 71 Prov. And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregrate By Mass And Machine Mix For R.C.C / Cc Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead & Lift Etc Complete Excluding The Cost Of Reinforcement For Slabs And Lofts B Concrete Grade M-25 And Msa-40Mm 72 Prov. And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregrate By Mass And Machine Mix For R.C.C / Cc Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead & Lift Etc Complete Excluding The Cost Of Reinforcement For Slabs And Lofts C Concrete Grade M-20 And Msa-20Mm 73 Prov. And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregrate By Mass And Machine Mix For R.C.C / Cc Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead & Lift Etc Complete Excluding The Cost Of Reinforcement For Slabs And Lofts D Concrete Grade M-20 And Msa-40Mm 74 Providing And Laying In Position Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Cantering Scaffolding Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc. Complete Excluding The Cost Of Reinforcement. For Pier And Abt. ( A ) Concrete Grade M-15 And Msa-40 Mm 75 Providing And Laying In Position Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Cantering Scaffolding Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc. Complete Excluding The Cost Of Reinforcement. For Pier And Abt. ( B ) Concrete Grade M-20 And Msa-40 Mm 76 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Skin Concrete, Friction Blocks, Stilling Basin ( A ) Concrete Grade M-20 And Msa-20 Mm 77 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Skin Concrete, Friction Blocks, Stilling Basin ( B ) Concrete Grade M-20 And Msa-40 Mm 78 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Skin Concrete, Friction Blocks, Stilling Basin ( C ) Concrete Grade M-25 And Msa-20 Mm 79 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Skin Concrete, Friction Blocks, Stilling Basin ( D ) Concrete Grade M-25 And Msa-40 Mm 80 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Solid Slab Of Road Bridge ( A ) Concrete Grade M-20 And Msa-20 Mm 81 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Solid Slab Of Road Bridge ( B ) Concrete Grade M-20 And Msa-40 Mm 82 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Solid Slab Of Road Bridge ( C ) Concrete Grade M-25 And Msa-20 Mm 83 Providing And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement For Solid Slab Of Road Bridge ( D ) Concrete Grade M-25 And Msa-40 Mm 84 Providing And Laying In Position Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C. / C.C. Work Including Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator, Curing As Directed With All Lead And Lift Etc Complete Excluding The Cost Of Reinforcement But Fillings The Expansion Joint With Ashpalt For Wearing Coats Concrete Grade M-20 And Msa-20 Mm. 85 Providing And Laying In Position Control Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For C.C. Work In Canal Lining Incl. Necessary Formwork Centering Scaffolding Compaction By Plate Vibrator, Curing As Directed With All Lead And Lift Etc Complete Incl. Dressing The Bed And Trimming The Canal Section If Required And Minor Filling With Murrum / Earth As Per Site Condition To The Correct Profile, Incl. Providing Bitumin Joints As Per Drawing And Specified Interval. ( Without Using Paver Machineries ) ( B ) For 10 Cms. Thick Cast-In-Situ Canal Lining In M-10 Grade Of Conc. With Msa-20 Mm Without Sleepers 86 Providing And Laying In Position Control Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For C.C. Work In Canal Lining Incl. Necessary Formwork Centering Scaffolding Compaction By Plate Vibrator, Curing As Directed With All Lead And Lift Etc Complete Incl. Dressing The Bed And Trimming The Canal Section If Required And Minor Filling With Murrum / Earth As Per Site Condition To The Correct Profile, Incl. Providing Bitumin Joints As Per Drawing And Specified Interval. ( Without Using Paver Machineries ) ( D ) For 7.50 Cms. Thick Cast-In-Situ Canal Lining In M-10 Grade Of Conc. With Msa-20 Mm Without Sleepers 87 Providing, Cutting, Bending, Binding And Fixing In Position As Per Drawing M.S. Steel Bar Reinforcement For R.C.C. Works And Anchor Bars Incl. Cost Of Black Annealed 16 To 18 Bwg M.S. Wire Etc Complete With All Lead And Lift. 88 Providing, Cutting, Bending, Binding And Fixing In Position As Per Drawing H.Y.S.D. Bar Reinforcement For R.C.C. Works And Anchor Bars Incl. Cost Of Black Annealed 16 To 18 Bwg M.S. Wire Etc Complete With All Lead And Lift. 89 Providing, Cutting, Bending, Binding And Fixing In Position As Per Drawing Tmt Bar, Fe-500 Reinforcement For R.C.C. Works And Anchor Bars Incl. Cost Of Black Annealed 16 To 18 Bwg M.S. Wire Etc Complete With All Lead And Lift. ( B ) Fe-500 90 Providing, Supplying At Site, Laying And Fixing In Position Under Ground R.C.C Hume Pipe Of Np-2 Class Of Bis Standard Incl Filling The Joints With Cement Mortar 1:1 With Providing Necessary Collars Etc Complete With Inclusive Of Testing With Working Pressure And All Lead And Lift. ( A ) 150 Mm Dia. 91 Providing, Supplying At Site, Laying And Fixing In Position Under Ground R.C.C Hume Pipe Of Np-2 Class Of Bis Standard Incl Filling The Joints With Cement Mortar 1:1 With Providing Necessary Collars Etc Complete With Inclusive Of Testing With Working Pressure And All Lead And Lift. ( B ) 225 Mm Dia. 92 Providing, Supplying At Site, Laying And Fixing In Position Under Ground R.C.C Hume Pipe Of Np-2 Class Of Bis Standard Incl Filling The Joints With Cement Mortar 1:1 With Providing Necessary Collars Etc Complete With Inclusive Of Testing With Working Pressure And All Lead And Lift. ( C ) 300 Mm Dia. 93 Providing, Supplying At Site, Laying And Fixing In Position Under Ground R.C.C Hume Pipe Of Np-2 Class Of Bis Standard Incl Filling The Joints With Cement Mortar 1:1 With Providing Necessary Collars Etc Complete With Inclusive Of Testing With Working Pressure And All Lead And Lift. ( D ) 450 Mm Dia. 94 Providing, Supplying At Site, Laying And Fixing In Position Under Ground R.C.C Hume Pipe Of Np-2 Class Of Bis Standard Incl Filling The Joints With Cement Mortar 1:1 With Providing Necessary Collars Etc Complete With Inclusive Of Testing With Working Pressure And All Lead And Lift. ( E ) 600 Mm Dia. 95 Providing, Supplying At Site, Laying And Fixing In Position Under Ground R.C.C Hume Pipe Of Np-2 Class Of Bis Standard Incl Filling The Joints With Cement Mortar 1:1 With Providing Necessary Collars Etc Complete With Inclusive Of Testing With Working Pressure And All Lead And Lift. ( F ) 750 / 800 Mm Dia. 96 Providing, Supplying At Site, Laying And Fixing In Position Under Ground R.C.C Hume Pipe Of Np-2 Class Of Bis Standard Incl Filling The Joints With Cement Mortar 1:1 With Providing Necessary Collars Etc Complete With Inclusive Of Testing With Working Pressure And All Lead And Lift. ( G ) 900 Mm Dia. 97 Providing, Supplying At Site, Laying And Fixing In Position Under Ground R.C.C Hume Pipe Of Np-2 Class Of Bis Standard Incl Filling The Joints With Cement Mortar 1:1 With Providing Necessary Collars Etc Complete With Inclusive Of Testing With Working Pressure And All Lead And Lift. ( H ) 1100 Mm Dia. 98 Providing, Supplying At Site, Laying And Fixing In Position Under Ground R.C.C Hume Pipe Of Np-2 Class Of Bis Standard Incl Filling The Joints With Cement Mortar 1:1 With Providing Necessary Collars Etc Complete With Inclusive Of Testing With Working Pressure And All Lead And Lift. ( I ) 1200 Mm Dia. 99 Providing, Supplying At Site, Laying And Fixing In Position Under Ground R.C.C Hume Pipe Of Np-2 Class Of Bis Standard Incl Filling The Joints With Cement Mortar 1:1 With Providing Necessary Collars Etc Complete With Inclusive Of Testing With Working Pressure And All Lead And Lift. ( J ) 1500 Mm Dia. 100 Providing & Laying In Position Non Cohesive Layers Of Locally Available Material ( Selected Soil ) Inclusive Of Required Finishing & Light Compaction With All Lead & Lift. 101 Backfilling With Appropriate Excavated Material Behind The Structure Or Refilling The Trenches With Excavated Useful Material Including Watering Ramming Consolidation Etc. Complete With All Lead & Lift. 102 Earth Work In Embankment Using Excavated Stuff Including Spreading In Uniform Layers, Breaking Clods And Dressing To Design Section For All Sorts Of Soil And Soft Murrum, Hard Murrum For Different Leads As Under And All Lifts Above Gl Etc. Complete But Without Rolling And Watering ( A ) Lead Upto 200 Mt. 103 Earth Work In Embankment Using Excavated Stuff Including Spreading In Uniform Layers, Breaking Clods And Dressing To Design Section For All Sorts Of Soil And Soft Murrum, Hard Murrum For Different Leads As Under And All Lifts Above Gl Etc. Complete But Without Rolling And Watering ( B ) Lead 200 To 1000 Mt. Chapter-6 Specialised Items Of Work 104 Providing 40 Mm Thick Guniting In Cement Mortar ( 1:2 ) For Spillway Works By Using Guniting Equpment And Air Compressor And Accessories Including Finishing, Curing Etc. Complete With Cost Of Materials And Labours But Excluding Cost Of Irc Fabric Reinforcement With All Leads And Lifts. 105 Providing And Fixing In Position I.R.C. Fabrics Of Mesh 6 X 6 &10 Gauge, Reinforcement With Necessary Nailing In Position, Overlap Etc As Directed With All Lead And Lift Etc Complete. 106 Crack Filling In Rcc / Pcc Irrigation Structures Components With Epoxy Based Putty Including Racking The Cracks Cleaning Curing Etc Complete. Prime Coat Done With Material Of Resin+Hardner Mixing Of Bis Standerd Quality Material And Quality That Works In Wetted Condition. Pointing Done With Water Plugging Bis Standerd Quality Material In First Coatandand Aftter That Second Coat Done With Epoxy Base Putty Of Resin+ Hardner Mixing ( 1 Part Resin+1 Part Hardner+8 Part Silica ) . The Rate Includes Cost Of Materials Labours Scaffolding Equipments Etc. 107 Nipple Fixing Including Drilling The Holes Of Diameter 22Mm. ( Minimum 15Mm Internal Diameter Of Nipples ) And 20Cm In Depth In Rcc / Pcc Irrigation Structures Components Including Fixing Of Nipple By Applying Primecoat Done With Bis Standered Quality Material Of Resin+Hardner Mixing Material And Quality That Works In Wetted Condition. Pointing Done With Water Plugging Bis Standered Quality Material In First Coat And Aftter That Second Coat Done With Epoxy Base Putty Of Resin+ Hardner Mixing ( 1 Part Resin+1 Parthardner +8 Part Silica ) And Sealing The Nipple Hole With Appropriate Material And Process After Grouting.. 108 Grouting Done By Injection Process In Rcc / Pcc Irrigation Structures Components Through Nipples With Pressure 3 To 7 Kg / Cm2 And As Per Instruction, With Materials ( 1 Bag Cement Of 50 Kg Of 53 Grade With Sika Latex Or Fbr Or Equivalent Quality 2Lit + Sika 4A Or Equivalent Quality 1Lit + Fl 40 Or Equivalent Quality 8Kg + Fair Add Or Intra Plast Or Equavalant Quality 400 Grams With Sufficient Water For Easy Grout ) . The Rate Includes Cost Of Materials, Labours Scaffolding, Equipments Etc. And Material To Be Used Of Bis Quality Only. 109 Providing Epoxy Plaster 6 To 8 Mm Min.Thickness Incl Filling Of All Pot-Holes / Ditches With Epoxy Mortar Upto Req. Depth By Using Resin:Hardner:Aggregates Confirming To Is-9162 In Proportion 0.7:0.3:6.5, By Weight On Exposed Damaged Old And Rough Surface Of Spillway / Canal Structure With Proper Application Of Necy Primer Coat Of Resin And Hardener In Proportion Of 2:1 By Weight Confirming To Is-9197 To Give Proper Bond Between Old Surface And Epoxy Plaster Incl Necessary Cleaning, Cheeping Of Old Surface Incl Scaffolding, Tools Bars For The Job With Labour Incl All Lead And Lift Etc Complete In All Condition Dry And Wet. Chapter-7 M & R Work 110 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 30 Mt. & Lift As Under ( Excluding Weed Cutting ) A ) Depth 0 To 3.0 Mt. 111 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 30 Mt. & Lift As Under ( Excluding Weed Cutting ) B ) Depth 3.0 To 6.0 Mt. 112 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 30 Mt. & Lift As Under ( Excluding Weed Cutting ) C ) Depth 6.0 Mt To 9.0 Mt 113 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 30 Mt. & Lift As Under ( Excluding Weed Cutting ) D ) For Every Additional Lift 3.00 Mtr Lift. 114 Clearing The Shrubs Like Akadas, Weeds & Other Vegetation Including Depositing The Same Out Side And Buring Etc. Complete From Canal Bed And Both Side Slopes And Upto Outer Toe Of The Banks. ( For Canal And Drains ) ( A ) Upto 0.56 Cumecs 115 Clearing The Shrubs Like Akadas, Weeds & Other Vegetation Including Depositing The Same Out Side And Buring Etc. Complete From Canal Bed And Both Side Slopes And Upto Outer Toe Of The Banks. ( For Canal And Drains ) ( B ) Above 0.56 To 7.00 Cumecs 116 Clearing The Shrubs Like Akadas, Weeds & Other Vegetation Including Depositing The Same Outside And Burning Etc. Complete From Canal Bed And Both Side Slope And Upto Outer Toe Of The Banks. ( For Canal And Drains ) ( C ) Above 7 Cumecs 117 Desilting Of Various Structures Of Canal And Distribution System Including Depositing The Same As Directed With All Lifts And Lead For Canal Syphone, Airvent, Turn Out Kundies Etc. Complete. 118 Providing And Fixing 20Mm Dia M.S. Bar 1.0 Mt. Long For Steps In Canal Structures Including Cutting, Bending, Fixing And Painting Etc Complete. 119 Jungle Clearance Of Specified Category And Bushes For Canal / Dam Work As Directed With Dipositing Materials Etc. Complete. ( Excluding Tree Of Girth Above 0.5 Mt. ) ( A ) Up To 2 Year Old. ( A ) For Light Dence 120 Jungle Clearance Of Specified Category And Bushes For Canal / Dam Work As Directed With Dipositing Materials Etc. Complete. ( Excluding Tree Of Girth Above 0.5 Mt. ) ( A ) Up To 2 Year Old. ( B ) For Medium Dence 121 Jungle Clearance Of Specified Category And Bushes For Canal / Dam Work As Directed With Dipositing Materials Etc. Complete. ( Excluding Tree Of Girth Above 0.5 Mt. ) ( A ) Up To 2 Year Old. ( C ) For Heavy Dence 122 Jungle Clearance Of Specified Category And Bushes For Canal / Dam Work As Directed With Dipositing Materials Etc. Complete. ( Excluding Tree Of Girth Above 0.5 Mt. ) ( B ) More Than 2 Years Old. ( A ) For Light Dence 123 Jungle Clearance Of Specified Category And Bushes For Canal / Dam Work As Directed With Dipositing Materials Etc. Complete. ( Excluding Tree Of Girth Above 0.5 Mt. ) ( B ) More Than 2 Years Old. ( B ) For Medium Dence 124 Jungle Clearance Of Specified Category And Bushes For Canal / Dam Work As Directed With Dipositing Materials Etc. Complete. ( Excluding Tree Of Girth Above 0.5 Mt. ) ( B ) More Than 2 Years Old. ( C ) For Heavy Dence 125 Maintenance Of Earthan Dam By Cleaning The Slope Of E.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. ( Throughout The Year ) 126 Painting Two Coats Of Black Epoxy Paint One Intermediate Coat Of 150 Micron Thickness And One Finishing Coat Of 150 Micron Thickness Over Two Coats Of Zinc Rich Primer ( Grade-Ii ) Of Total Thickness Of 70 Micron Including, Cleaning The Surface With Sand Blasting And Cleaning All Dirt, Dust, Old Paint Corrosion Etc Complete With All Material Labour Tools, Consumables, Scaffolding Etc For Skin Plat Of Gates And Its Embedded Parts And / Or As Directed By Engineer In Charge ( Full Scheduled Coat Painting ) 127 Cleaning The Canal Bed And Both Side Slopes ( In Muddy Condition ) Scrapping Out The Shovel, Pine, Luies, Kadusalo And Other Vegetation By Means Of Manual Including Silt And Depositing The Same Up To Lead Of 30 Mt. And All Lift Etc. Complete. 128 Earth Work In Embankment From Borrow Pits In All Sorts Of Soil And Soft Murrum Including Spreading, Braking Clods, Dressing To Design Section With Lead Upto 50 Mt. And All Height Of Embankment Above G.L. For Isolated Works, Repair Works And Mannual Works ( For Emergency Situation Only ) 129 Providing Murrum Including Spreading The Same And Dressing The Side Slopes And Top Surface In Required Grade And Camber With Lead Upto 1.0 K.M. And All Lifts Etc. Complele. 130 Strengthening And Repairing To Cracks In Masonary And Concrete Structures Of Dam Like Waste Weir H.R. Piers, Bridge, Etc. By Enjecting Neat Epoxy Rasin And Hardners In Ratio 2:1 Under Pressurfe 3 To 7 Kg / Cm2 Pointing With Silica Motors With Proposion In ( 1:1 / 2:6 ( 1 Rasin, 1 / 2 Hardner And 6 Silica ) Etc Complete. 131 Cutting Down Trees Of Different Girth ( Periphery ) To Be Measured At 1.00 Mt. Above Ground Level Including Rubbing And Removing The Roots Completely And Back Filling With Earth And Compaction Including Depositing The Material As And Where Directed Up To Lead Of 500.00 Mt. Etc. Complete. A ) . 30 Cm To 50 Cm. 132 Cutting Down Trees Of Different Girth ( Periphery ) To Be Measured At 1.00 Mt. Above Ground Level Including Rubbing And Removing The Roots Completely And Back Filling With Earth And Compaction Including Depositing The Material As And Where Directed Up To Lead Of 500.00 Mt. Etc. Complete. B ) . 50 Cm To 75 Cm. 133 Cutting Down Trees Of Different Girth ( Periphery ) To Be Measured At 1.00 Mt. Above Ground Level Including Rubbing And Removing The Roots Completely And Back Filling With Earth And Compaction Including Depositing The Material As And Where Directed Up To Lead Of 500.00 Mt. Etc. Complete. C ) . 75 Cm To 100 Cm. 134 Removing Old M.S.Steel Plate By Gas Cutter And Providing New M.S. Plate Of Required Size And Thickness And Fixing It In Proper Position By Welding Etc. Complete With Cleaning, Finishing, Griding And Two Coat Of Anti Corrosive Primer And Epoxy Paint As Per Existing Surrounding Area. 135 Providing Services For Security Of Canal System And Maintaining Smoothly Irrigation Water Distribution Including Operating Canal Regulators And Outlets In Suitable Shifts / Round The Clock As Per Instruction Of Engineer-In-Charge. 136 Providing & Fixing Guard Stone Of Precast C.C. M-15 I.R.C Standard & Design 75X20x20 Cm. Including White Washing Etc. Complete ( A ) In Earth 137 Cleaning Of The Honey Comb / Female Wasp From Dam, Spillway Gates, Its Assembly, Foot Bridge, Plateform, H.R. Gates, And Canal Structures And Buildings And Any Other Structures One Time Of Honey Comb One No. 138 Labour Charges For Cleaning, Servicing And Applying Grease To Stem Rod With Clams, Screw Rod, Gear Box With Replacing Oil And All Other Movable Parts For H.R. Gate All Size Etc. Complete. For H.R.Gates Chapter-8 Demolition Work 139 Dismantling Stone / Brick Masonry And Stacking Of Useful And Unuseful Material From The Dismentalled Materials As Directed Etc Complete ( A ) In Cement Mortar. 140 Dismentalling C.C. Foundation Or Flooring Sorting And Stacking Useful And Unuseful Material In Lead Upto 200Mt. As Directed Etc Comp. 141 Removing Plaster Including Racking Out Joints 20Mm Deep Etc Complete ( A ) Cement Plaster 142 Removing Plaster Including Racking Out Joints 20Mm Deep Etc Complete ( B ) Lime Plaster 143 Dismentalling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Measureable Conditions Upto Lead 200 Mt. As Directed Under The Specification. ( I ) 255 Mm To 400 Mm Diameter. 144 Dismentalling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Measureable Conditions Upto Lead 200 Mt. As Directed Under The Specification. ( Ii ) 450 Mm To 600 Mm Diameter. 145 Dismentalling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Measureable Conditions Upto Lead 200 Mt. As Directed Under The Specification. ( Iii ) 650 Mm To 900 Mm Diameter. 146 Dismentalling The Existing Rcc Pipes Including Sorting Out And Stacking Of The Useful Material ( Pipe ) Measureable Conditions Upto Lead 200 Mt. As Directed Under The Specification. ( Iv ) 1000 Mm To 1200 Mm Diameter. Chapter-9 2 147 Filling & Empty Bags Filled With Good Selected Earth Or Sand Including Stiching And Laying Or Stacking As And Where Directed With All Lead And Lift Etc. Complete. 148 Providing & Supplying Of Empty Cement Bag At Site 149 Drilling 25Mm Dia Holes At Distance As Specified And Depth Upto 3.00 Mt In For Chekdam Foundation And Fixing Anchor Bars Of Specified Diameter With Cement Grout Incl. Cleaning Holes As Directed Etc. ( Excluding Cost Of Bars ) Chapter-10 Extra Item 150 Supplying Unskilled Majdoor ( Male / Female ) During Operating Of Flood Cell, Petrolling Of Dam, Office Work, Irrigations Works And All Misc Etc. As Directed 151 Supplying Skilled Majdoor ( Male ) During Operating Of Flood Cell, Petrolling Of Dam, Office Work, Irrigations Works And All Misc Etc. As Directed 152 Supplying Of Rubble At Work Site 153 Hire Charges For Jcb - 80 Excavator Machine ( Rate Including Operator + Consumable + Fuel ) Etc Complete 154 Hire Charges For Tractor With Trailor ( 40 Bhp And 3.0 Cum Capasity ) Rate Including Operator + Consumable + Fuel ) Etc Complete. 155 Hire Charges For Crains ( Calls ) Including Fuel Charges Oil And All Necessary Materials For Lifting Gates Including Loading And Unloading For Spillway With Operator, Cleaner And Including All Taxes And Insurance Etc Comp. A ) . Crains ( Calls ) 156 Earth Work In Embankment From Borrow Pits In All Sorts Of Soil And Soft Murrum Or Other Suitable Strata As Directed Incl Breacking Clods And Dressing To The Desien Section With Lead As Under And All Lift. Incl. Site Clearance Etc. Comp. For All Canal Capacity & Without Rolling And Watering ( A ) 0 To 30 Mt. Lead 157 Earth Work In Embankment From Borrow Pits In All Sorts Of Soil And Soft Murrum Or Other Suitable Strata As Directed Incl Breacking Clods And Dressing To The Desien Section With Lead As Under And All Lift. Incl. Site Clearance Etc. Comp. For All Canal Capacity & Without Rolling And Watering ( B ) 30 To 200 Mt Lead 158 Earth Work In Embankment From Borrow Pits In All Sorts Of Soil And Soft Murrum Or Other Suitable Strata As Directed Incl Breacking Clods And Dressing To The Desien Section With Lead As Under And All Lift. Incl. Site Clearance Etc. Comp. For All Canal Capacity & Without Rolling And Watering ( C ) 200 To 1000 Mt Lead 159 Prov. & Laying In Position Nominal Mix Cement Concrete Using Cement, Sand And Crushed Aggregate By Machine Mix Incl. Necessary Formworks Centering Scaffolding Compaction By Mechanical Vibrator Curing Curing As Directed With All Lead & Lift Etc. Concrete Grade M-15 And Msa-40 Mm ( Graded ) 160 Quaring, Transporting & Spreading Selected Materials From Borrow Area For Raising Of Embankment Work In Filling Of Cot And Hearting Zone In Uniform Layers Of Specified Thickness ( Up To 23Cm ) As Directed Including Dressing Breaking Clods And Rolling At Requisite Moisture Contents To Required Dry Density With Roller Of Suitable Type And Watering At Omc For Lead Upto 1.0 Km And All Lifts Etc Complete. Signature Of Contractor
