Annual Rates Of The Various Items For Emergent Maintenance And Repairs And New Works Of Narmada Canals Of Ph ... in India

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Annual Rates Of The Various Items For Emergent Maintenance And Repairs And New Works Of Narmada Canals Of Phase-1 Of Ssp Viz. Branch, Distributaries And Minors In District Vadodara And Panchmahal Under N.P.Canal Division No:17, Kalol (Pms) Block No.10, 11A1, 11A2, 11B, 12, 13A And 13B For The Year 2026-27.-1(A)(A) (A) - Clearing The Canal Cleaning The Shrubs (Like Akadas, Weeds & Other Vegetation) Including Depositing The Same Out Side & Burning Etc. Complete, From Canal Prism For Canal With Discharge As Under . (A) Between 20 To 250 Cusecs. ( Circular ) 1(A)(B) (B) Below 20 Cusecs. 1(B)(I) Clearing The Canal Outer Slopes, Service Road, Inspection Path And Canal Land Width Including Removing The Trees Upto 0.50 M Girth, Brushes Shrubs Etc. Including Depositing The Materials Outside The Canal Land Width As Directed Etc. Complete. (I) Medium 1(B)(Ii) (Ii) Light 2(A)(I) Clearing The Silt Deposited In Canal/Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Dipositing The Excavated Earth Regularly In Spoil Bank For Utilising The Same For Preparing The Banks After Breaking Clods As And Where Directed (A) Canals Above 500 Cusecs (I) 45 M. Lead And 1.5 M. Lift 2(A)(Ii) (Ii) 45 M. Lead And 1.5 To 3.0M. Lift 2(A)(Iii) (Iii) 45 M. Lead And 3.0 To 4.5 M. Lift 2(B)(I) (B) Canal Above 500 Cusecs ( For Slushy Condition ) (I) 45 M. Lead And 1.5 M. Lift 2(B)(I) (Ii) 45 M. Lead And 1.5 To 3.0M. Lift 2(B)(I) (Iii) 45 M. Lead And 3.0 To 4.5 M. Lift 2(C)(I) (C) Canal Of 250 To 500 Cusecs (I) 45 M. Lead And 1.5 M. Lift 2(C)(Ii) (Ii) 45 M. Lead And 1.5 To 3.0M. Lift 2(C)(Iii) (Iii) 45 M. Lead And 3.0 To 4.5 M. Lift 2(D)(I) (D) Canal Above 250 To 500 Cusecs (For Slushy Condition ) (I) 45 M. Lead And 1.5 M. Lift 2(D)(Ii) (Ii) 45 M. Lead And 1.5 To 3.0M. Lift 2(D)(Iii) (Iii) 45 M. Lead And 3.0 To 4.5 M. Lift 2(E)(I) (E) Canals Upto 250 Cusecs (I) 45 M. Lead And 1.5 M. Lift 2(E)(Ii) (Ii) 45 M. Lead And 3.0 M. Lift 2(E)(Iii) (Iii) 45 M. Lead And 4.50 M. Lift 2(E)(Iv) (Iv) 45 M. Lead And 6.0 M. Lift 2(F)(I) (F) Canals Upto 250 Cusecs (For Slushy Condition ) (I) 45 M. Lead And 1.5 M. Lift 2(F)(Ii) (Ii) 45 M. Lead And 3.0 M. Lift 2(F)(Iii) (Iii) 45 M. Lead And 4.50 M. Lift 3(I)(A) Clearing The Silt / Debris From The Pipe Type Csy. / Box Type Csy/ Pipe Drain / Drainage Syphon For Drain / Canal By Digging The Same Including Depositing The Excavated Earth Debris Etc. For All Lead And Lift. (I) Upto 900 Mm Dia Pipe (A) For Dry Condition 3(I)(B) (B) For Slushy & Muddy Condition 3(Ii)(A) ( Ii) Above 900 Mm Dia Pipe (A) For Dry Condition 3(Ii)(B) (B) For Slushy & Muddy Condition 4 (B) - Dismantling Dismantling The Existing Brick Masonary Including Sorting Out And Stacking The Useful Material And Removing The Debries And Making Good The Damages Etc. Complete As Directed. 5 Dismantling The Existing Cement Concrete Including Shorting Out The Dismanalled Stuff And Stacking The Useful Material And Removing The Debries And Making Good The Damages Etc. Comp. As And Where Directed. 6 Dismantaling The Existing Cement Concrete Including Shoring Out The Dismantalled Stuff And Stacking The Useful Material And Removing The Debris And Making Good The Damage Etc. Comp As And Where Directed 7 Dismantling The R.C.C. Work And Disposing Off The Stuff Including Stacking Of The Useful Material Etc. Complete As Directed. 8(A) Dismanaling The Existing Rcc Pipe Including Sorting Out And Stacking The Useful Material Including Refilling The Trench Etc. Comp. 225 Mm To 400 Mm (Np2 & Np-3 Pipe) 8(B) 450 Mm To 600 Mm (Np2 & Np-3 Pipe) 8(C) 650 Mm To 900 Mm (Np2 & Np-3 Pipe) 8(D) 1000 Mm To 1200 Mm (Np2 & Np-3 Pipe) 8(E) Above 1200 Mm (Np2 & Np-3 Pipe) 9 Scrapping Out The Old Plaster & Cleaning The Surface Including Racking Out The Joints 20 Mm Deep Etc. Comp. 10(A) ( C ) - Earth Work Items Cutting Down The Tress Of Different Girths, (At 45 Cm Above G.L.) Including Removing & Grubbing Roots Below Ground Leval Within The Canal Boundary Including Stacking The Wood Outside The Canal Boundary As Directed Etc. Complete. (A) Girth Above 0.50 & Upto 1.00 M 10(B) (B) Girth Above 1.00 & Upto 1.50 M 11(A) Excavation Of Canal In All Sorts Of Soil Including Soft And Hard Murrum Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or As And Where Directed Etc Complete In Varying Lead Upto 500 M And With All Lifts. Canal Having Capacity Less Than 8.50 Cumecs (A)Above Water Table 11(B) (B) Below Water Table 12(A) Excavation Of Canal In All Sorts Of Soil Including Soft And Hard Murrum Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or As And Where Directed Etc Complete In Varying Lead Upto 1 Km And With All Lifts. Canal Having Capacity Beyond 8.50 Cumecs (A) Above Water Table 12(B) (B) Below Water Table 13 Excavation Of Canal Side Gutter In All Sorts Of Soil Including Soft And Hard Murrum Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or As And Where Directed Etc Complete In Varying Lead Up To 500 M And With All Lifts. (A) Above Water Table 14 Earth Work In Embankment Using Selected Soil, Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tanks Etc. Including Royalty Charges, Conveying, Spreading In Uniform Layers, Breaking Clods And Dressing To The Designed Canal Section Etc. With Lead Upto 1Km And All Lift.(For Canals Having Capacity Beyond 8.5 Cumecs) 14(A) (A) Addition In Basic Charges For Lead Beyond 1 Km But Up To 2Km 14(B) (B) Addition In Basic Charges For Lead Beyond 1 Km But Up To 3Km 14(C) (C) Addition In Basic Charges For Lead Beyond 1 Km But Up To 4Km 14(D) (D) Addition In Basic Charges For Lead Beyond 1 Km But Up To 5Km 15 Compaction Of Earthwork In Embankment In Uniform Layers At Optimum Moisture Content To Required Dry Density Including Watering,Rolling With Suitable Type Of Roller Of Specified Capacity Etc. Complete. 16 Compaction Of Earth Work In Embankment In Uniform Layers At Optimum Moisture Content To Required Dry Density Including Watering With Hand Compaction Etc. Complete. (As And Where Required) 17 Providing And Fixing In Position Sign Boards Of Standard Size 0.45 M X 0.30M With M.S. Angle 40Mm X 40Mm X 6Mm With 3Mm Thick Iron Plate,3 M Height In 1:5:10 Proportion Concrete Block Size 40Cm X 40Cm X 75 Cm Including Radium Paint On Both Side Etc. Comp 18 Providing And Fixing In Position Canal Data Boards Of Standard Size 0.60 M X 0.45 M With M.S. Angle 40Mm X 40Mm X 6Mm With 3Mm Thick Iron Plate, 3 M Height In 1:5:10 Proportion Concrete Block Size 40Cm X 40Cm X 75 Cm Including Painting Existing Data On The Board Etc. Complete As Directed. 19 ( D ) - Structure Items Excavation For Foundation In All Sorts Of Soil Including Yellow Sandy Gravelly Soil, Soft & Hard Murrum Etc. Including Depositing The Excavated Stuff In Uniform Layers In Banks Or As And Where Directed Etc. Complete For Lead Upto 1 Km And All Lift. (By Machinery) (A) Above Water Table 20 Excavation For Foundation In All Sorts Of Soil Including Yellow, Sand And Gravely Soils And Murrum Including Depositing The Excavated Stuff In Uniform Layers In Banks As And Where Directed Including Dressing The Section Etc. Complete For Lead Upto 50 M And Lift For Depth Upto 1.5 M ( Mannually) 21 Back Filling The Foundation Trenches Around The Structures Etc With Selected Excavated Stuff Including Watering, Ramming, Compacting Etc. Complete. 22 Providing &Laying Plain Or Rainforced Cement Concrete Of Various Grade With Cement, Sand, And Coarse Aggregates Including Centering, Shuttering, Batching, Mixing, Transporting, Placing, Vibrating, Smooth Finishing, Curing Etc. Complete. (Manually With Conventional Mixer) (Excluding Dewatering) Raft, Bottom Slab Of Barrel, Bottom Slab Of Sump, Approach Slab And Chute Floor Slab, Etc. (I) M 15 Grade (Cement Level : 300 Kg) (20 Msa) 23 Providing And Laying Burnt Brick Masonary In Foundation Ordinary Portland Cement Mortar 1:5 Proportion Including Racking Out Joints Up To 1 Cm .Depth Curing Etc. Complete For All Leads And Lifts. 24 Providing And Laying Burnt Brick Masonary For Super Structure With Ordinary Portland Cement Mortar 1:5 Proportion Including Providing Scaffolding Racking Out Joints Curing Etc. Complete For All Leads And Lifts. 25 Providing And Laying Burnt Brick Masonary In Foundation Ordinary Portland Cement Mortar 1:6 Proportion In Including Racking Out Joints Upto 1 Cm. Depth Curing Etc. Complete 26(B) Providing Cement Plaster In Thickness And Proportion As Under Including, Smooth Finishing, Curing, Scaffolding Etc. Complete For All Leads And Lifts. (A) Cement Mortar 1:3 Proportion (B) 12 Mm Thick. 26(A) (A) 20 Mm Thick. 27 Sand Filling In Foundation In Between Top And Bottom Plug In Layers Including Compacting As Directed. 28 Providing & Placing In Position Reinforcement Bars Including Cutting, Bending, Welding Joints Where Necessary, Hooking Etc. Complete As Per Drawing For All Lead And Lifts. (B) Tmt 29 Providing And Laying Uncoarsed Rubble Masonary In Ordinary Portland Cement Mortar 1:5 Proportion In Foundation Including Curing Etc. Complete For All Leads And Lifts. 30 Providing And Laying Uncoarsed Rubble Masonary In Ordinary Portland Cement Mortar 1:5 Proportion In Super Structure Including Scaffolding, Racking Out Joints, Curing Etc. Complete For All Leads And Lifts. 31 Providing Water Proof Cement Plaster 20Mm Thick In Cement Mortar 1:3 Proportion With One Kilogram Of Water Proofing Material Per Bag (50Kg) Of Cement Including Cleaning The Surface, Neat Finishing Curing, Scaffolding Etc. Complete For All Leads And Lifts. 32(A) Providing And Fixing Post And 38 Mm Dia Pipe Railing As Per Detailed Drawing Including Angle Iron Post Of Size 80Mm X 50Mm X 10Mm Fixed In C.C. Block (1:3:6) Of Size 0.30 M X 0.30 M X 0.30 M Etc. As Per Specifications Including 3 Coats Of Oil Painting To Steel Work And As Directed Etc. Complete. ( A ) Three Rows 32(B) ( B ) Four Rows 33 Providing And Laying Plain Cement Concrete In M-15 Grade Using Ordinary Portland Cement (Opc), Sand And Coarse Aggregate For R.C.C. Parapet As Per Detaild Drawing With Necessary Reinforcement Including Form Work, Batching, Mixing, Placing, Rodding, Vibrating, Curing, Smooth Finishing Etc. Complete For All Leads And Lifts. ( Including Cost Of Reinfocement, Minimun 170 Kg Per 10 M Length ) 34 Providing And Fixing Steel Grill Over Canal Syphon Well Of Angle Size 75Mm X 60Mm X 8 Mm Outer Side, Ms Bars 20Mm Dia Supported On Flats Of Size 50Mm X 10Mm With Hinges ( Total Steel Weight About 32 Kg Per M2 ) As Directed Etc. Complete As Per Drawing. 35(A) Providing And Fixing 5 Mm Thickenamelled Guage Plate Including Necessary Gradation In White And Blue Etc. Complete. 10 Mm Wide 35(B) 16 Mm Wide 35(C) 25 Mm Wide 36(B) Providing And Fixing In Position ( Different Diameter ) I.S.,Np-3 Class Reinforced Pipe With Caulking The Joints With Cement Mortar 1:1 Proportion, Using Jute String Soaked In Cement Slurry, Finishing Joints And Laying Pipes To The Designed Grade And Levels,Curing Etc.Complete For All Leads And Lifts. (B) Np-3 Class 450 Mm Dia Pipe. 36(C) (C) Np-3 Class 600 Mm Dia Pipe. 36(D) (D) Np-3 Class 750 Mm Dia Pipe. 36(E) (E) Np-3 Class 900 Mm Dia Pipe. 36(F) (F) Np-3 Class 1050 Mm Dia Pipe. 36(G) (G) Np-3 Class 1200 Mm Dia Pipe. 37 Providing 230 Mm Thick Pucca Rubble Pitching In C M 1:5 Proportion Over 10 Mm Bedding Of Same Mortar With The Surface Pointed With Cement Mortar Of 1:3 Proportion Etc. Complete For All Leads And Lifts. 38(A) Providing And Laying Dry Rubble Pitching Of Various Thickness To Required Grade Including Trimming Of Earthwork, Hand Packing The Interstics With Spauls,Filling Earth In Interstices Panneling Complete For All Leads And Lifts. ( A ) 300 Mm Thick 38(B) ( B ) 450 Mm Thick 39 Providing And Laying Dry Rubble Pitching Of Various Thickness To Required Grade Including Trimming Of Earth Work, Hand Packing The Interstices With Spauls, Filling Earth In Interstices Pannelling Complete For All Leads And Lifts. (A) 230 Mm Thick 40 Providing Cement Mortar Pointing To The Masonary In Proportion As Under Including Smooth Finishing,Curing, Scaffolding Etc. Complete For All Leads And Lifts. (A) Cement Mortar 1:2 Proportion 41(A) Providing And Filling Empty Gunny / Cement Bags With Coarse Sand / Murrum Including Stitching, Placing, Dumping As And Where Directed Up To 500 M Lead With All Lifts. (A) Bags Filled With Course And Sand 41(B) (B) Bags Filled With Murrum 42(A) Providing & Fixing Ms Welded Mesh Of Size As Specified Below Including Cutting In Required Sizes, Fixing In Canal Prisam Etc. Completed. (A)1.8 Mm Dia Of 65 Mm X 65 Mm 42(B) (B) 2.8 Mm Dia Of 65 Mm X 65 Mm 42(C) (C ) 2.8 Mm Dia Of 100 Mm X 100 Mm 42(D) (D) 3.8 Mm Dia Of 100 Mm X 100 Mm 43 ( E ) - Lining Items Trimming Of The Canal Section Manually For Preparing Sub Grade For Laying Cement Concrete (C.C.) Lining In All Sorts Of Soil And Murrum Including Watering And Compacting Bed Etc. Complete. 44(A) Providing And Laying Plain/ Reinforced Cement Concrete Lining Of M-15 Grade In Bed, Side Slopes And Curvature Including Batching, Mixing, Transporting, Placing, Vibrating, Smooth Finishing, Curing Including Dewatering Where Required.(Manually With Conventional Mixer). (A) 7.5 Cm Thick Lining In Bed And Slope (With Water Curing) (Cement Level-300 Kg) 44(B) (B) 10 Cm Thick Lining In Bed And Slope (With Water Curing) (Cement Level-300 Kg) 45 Providing And Laying Polythelene Film Of 100 Micron ( 400 Guage ) In Bed And Slopes Of Canal At The Required Level Including Providing And Spreading Sand Layer Of 20 Mm Thick Below Polythelene Film Etc. Complete. 46 Providing And Laying Polythelene Film Of 250 Micron In Bed And Slopes Of Canal At The Required Level Including Providing And Spreading Sand Layer Of 20 Mm Thick Below Polythelene Film Etc. Complete. 47 Providing And Filling The Polysulphide Joint Sealent Of The Approved Make In The Expansion And Contraction Joints In The C.C. Lining Including Clearing The Joints With Air Water Jet. 48 ( F ) - Road Items Supply Of Labour For Various Type Of Miscelleniuos Work 49 Hire Charges For Providing, Operating & Maintaining Of Water Tanker Of Capacity 4000 Liters At Site Of Work Including Spreading. 50 Hire Charges For Providing, Operating, Maintaining Jcb Of 0.3 M3 Capacity Bucket. (A) For Emergency Repairing Works 51 Hire Charges For Providing Operating, Maintaining Tractor With Hydraulic Trailor With Necessary Accessories Etc. Complete. 52 Hire Charges For Providing, Operating, Maintaining Water Pump With Necessary Accessories Etc. Complete. 10 Hp 53 Carrying Out Feasibility Survey For Branch Canal And Distribution System Including Taking Levels About Every 60M Interval Including Contouring For Alternative Strips And Cross Section About Every 300M , Including W.C. Establishment. 54 Box Cutting The Road Surface To Proper Slope And Camber For Making A Base For Road Work Including Removing The Excavated Stuff And Depositing The Road Side Slope As Directed 50 Mt Lead 55 Spreading The Stone Aggregate Of 40Mm To 63Mm Size With Rolling Including Filling The Interstices To Required Camber And Gradient With Filler Material As Directed By Eic. 56 ( G ) - Gate Work Items Complete Servicing Of Radial Gates Includes Cleaning, Applying Grease/Oil, Tightening Of Nuts Bolts, Alignments Of Components Viz. Trunnion Brackets, Guide Rollers, Wire Ropes, Rope Drum Hoist, Gear Assembly Etc. Applying Cardium Compound On Wire Rope, Also Complete Servicing/Maintenance Of Central Drive Unit Components Viz. Hand Operation Arrangements, Line Shaft, Flexible Couplings Etc. Including Cost Of Material I.E. Lubricants, Labour, Transportation Of Material And Conveyance Of Crew Etc. Complete. 57(I) Servicing / Maintenanace And Repairs Of Gate Assembly Components Viz Gate Leaf, Including Stiffeners , Guide Rollers, Vertical Girders Etc., Arm Assembly, Trunnion Assembly, Rope Sockets Including Equilizer Plate , Lifting Bracket Etc. Complete. I) Welding With Consumables Including Labour. 57(Ii)(A) Ii)Painting With Material Including Labour. A)One Coat Of Zinc Rich Primer & Two Coat Of Coal Tar. 57(Ii)(B) B) Two Coat Of Coal Tar Epoxy. 57(Ii)(C) C) Two Coat Of Enamel Painting By Brushing. 57(Ii)(D) D) Metal Primer Red Oxide By Brushing. 57(Ii)(E) E) One Coat Of Rust Remover With Cost Of Materials 57(Iii) Iii) Labour Charge For Replacement Of Bolt. 57(Iv) Iv) Labour Charge For Replacement Of Rubber Seal. 57(V) V) Labour Charge For Replacement Of Pin. 58(I) Servicing / Maintenanace And Repairs Of Rope Drum Assembly I.E. Gear Reduction Unit Comprises Of Drums, Wire Ropes Shafts, Gear Cases,Covers, Bearings, Line Shafts, Couplings,Etc. Complete. I) Welding With Consumables Including Labour. 58(Ii) Ii) Labour Charge For Replacement Of Bolt. 58(Iii) Iii) Rope Socket Zinc Filling 58(Iv)(A) Iv) Labour Charge For Replacement Of A) Wire Rope 58(Iv)(B) B) Keys 58(Iv)(C) C) Rubber Bushing 59(I) Servicing / Maintenanace And Repairs Of Hand Operation Arrangements Consists Of Spocket And Chains, Shaft , Dog, Clutch, Plummer Blocks, Plummer Block Bearings Etc Complete. I) Welding With Consumables Including Labour. 59(Ii) Ii) Labour Charge For Replacement Of Bolt. 59(Iii)(A) Iii) Labour Charge For Replacement Of A) Dog Clutch 59(Iii)(B) B) Keys 59(Iii)(C) C) Spocket Wheel 59(Iii)(D) D) Chain 59(Iii)(E) E) Bearing 60(1)(I) Supply Of Spares Required During Maintenance And Repairs Of Radial Gates On Hr / Cr / Escapes Structures As Per Drawings And Specifications. 1) Bearings For Hoist Assembly (I) Skf/Zkl 1310 60(1)(Ii) (Ii) Skf/Zkl 2218 60(1)(Iii) (Iii) Skf/Zkl 22222 60(1)(Iv) (Iv) Skf/Zkl 6313 60(1)(V) (V) Skf/Zkl 6322 60(1)(Vi) (Vi) Skf/Zkl 6311 60(1)(Vii) (Vii) Skf/Zkl 6316 60(2)(I) 2) Stainless Steel Bolts For Rubber Seals (I) S.S. Bolt M-12-40 Long 60(2)(Ii) (Ii) S.S. Bolt M-12-60 Long 60(3) 3) Plummer Block With Ball Bearing 5 Na 509 + Bearing 1209 + H209 60(4)(I) 4) Spocket Wheel Chain (I) ¾” X 7/16” (10.05 Mm Pitch) 60(4)(Ii) (Ii) Locks For Above Chain 60(5)(I) 5) (I)Wire Rope -10Mm 60(5)(Ii) (Ii)Wire Rope -12Mm 60(5)(Iii) (Iii)Wire Rope -14Mm 60(5)(Iv) (Iv)Wire Rope -18Mm 60(5)(V) (V)Wire Rope -19Mm 60(5)(Vi) (Vi)Wire Rope -22Mm 60(6)(I) 6) Keys (I) 12 X 8 Key With Round End 180 Mm Long 60(6)(Ii) (Ii) 12 X 8 Key With Round End 60 Mm Long 60(6)(Iii) (Iii) 12 X 8 Key With Round End 40 Mm Long 60(7)(I) 7) Oil Seals (I) C-24 X 40 X 9 60(7)(Ii) (Ii) C-45 X 65 X 10 60(7)(Iii) (Iii) C-55 X 80 X 10 60(7)(Iv) (Iv) C-95 X 120 X 15 60(7)(V) (V) C-125 X 150 X 15 60(8) 8) Flexible Coupling Bolts With Rubber Bush In F- 8.5, Is-2693 60(9) 9) Rewinding (I) T.G Coil For Variable Speed Drive 60(10)(I)(A) 10) Rewinding (I) Motor Rewinding (A) 5 Hp 60(10)(I)(B) (B) 3 Hp 60(10)(I)(C) (C) 2 Hp 60(10)(I)(D) (D) 1.5 Hp 60(10)(I)(E) (E) 1 Hp 60(10)(Ii) (Ii) Magnetic Brake Coil 60(11) 11) Miscellaneous M.S. Nut Bolts 61(A) Complete Servicing Of Pipe And Open Type Vertical Gates Including Cleaning, Applying Grease/Oil, Tightening Of Nuts-Bolts, Alignments Of Gate Components. Also, Complete Servicing / Maintenance Of Electrically Operated Screw Hoist Components Viz. Pedestal With Worm And Worm Wheel, Stem Rod, Bearings, Lifting Nuts, Hand Operation Arrangements, Gate Opening Indicator, Declutching Arrangement Etc. Including Cost Of Material I.E.Lubricants, Labour, Transportation Of Material And Conveyance Of Crew Etc.Complete. (A) Electrically Equiped Hoist 61(B) (B) Manually Operated Screrw Hoist 62(I) Labour Charges Including Tools And Tackles For Maintenance And Repairs Of Vertical Gate Components Viz. Gate Assembly, Pedestel Assembly, Electrical Equipments Of Screw Hoist,Hand Operation Arrangement Etc. Complete. I) Welding With Consumables Including Labour, Tools & Tackles 62(Ii) Ii) Removal Of Tack Welding From Nut & Bolt Or Cutting Of Bolt 62(Iii)(A) Iii) Painting With Material A) One Coat Of Zinc Rich Primer & Two Coat Of Coal Tar Epoxy. 62(Iii)(B) B) Two Coat Of Coal Tar Epoxy. 62(Iii)(C) C) Two Coat Of Enamel Painting By Brushing. 62(Iii)(D) D) Metal Primer Red Oxide By Brushing. 62(Iii)(E) E) One Coat Of Rust Remover With Cost Of Materials 62(Iv) Iv) Labour Charge For Replacement Of Bolt / Screw. 62(V) V) Labour Charge For Replacement Of Rubber Seal. 62(Vi) Vi) Labour Charge For Replacement Of Stem Rod. 62(Vii) Vii) Labour Charge For Replacement Of Stem Rod Coupling / Bracket. 62(Viii) Viii) Labour Charge For Replacement Of S.S. Pin / Stem Rod Coupling Pin. 62(Ix) Ix) Labour Charge For Replacement Of Pedestal Assembly. 62(X) X) Labour Charge For Replacement Of Upper / Lower Housing / Worm Shaft / Worm / Worm Wheel. 62(Xi) Xi) Labour Charge For Replacement Of Thrust / Taper Roller Bearings. 62(Xii) Xii) Labour Charge For Replacement Of Bronze Nut. 62(Xiii) Xiii) Labour Charge For Replacement Of Gasket / Brass Bearing Etc. 62(Xiv) Xiv) Labour Charge For Replacement Of Geared Motor. 62(Xv) Xv) Labour Charge For Replacement Of Hand Operation Arrangement. 62(Xvi) Xvi) Labour Charge For Replacement Of Declutching Arrangement. 62(Xvii) Xvii) Labour Charge For Replacement Of Electro-Magnetic Brake Coil / Keys. 62(Xviii) Xviii) Labour Charge For Replacement Of Electro-Magnetic Brake. 62(Xix) Xix) Labour Charge For Replacement Of Limit Switch. 62(Xx) Xx) Labour Charge For Replacement Of Pipe Railing. 62(Xxi) Xxi) Labour Charge For Dial Indicator Marking Including Materials 63(I)(A) Supply Of Spares Required During Maintenance And Repairs Of Vertical Gates And Its Screw Hoist As Per Drawings And Specification (As Per Market Rate.) I) Spherical Thrust Bearings (Skf Or Equivalent) (A) 29324 B 63(I)(B) (B) 29328 B 63(I)(C) (C) 51226 63(I)(D) (D) 51230 63(Ii)(A) Ii) Taper Roller Bearings (Skf Or Equivalent) (A) 30208 63(Ii)(B) (B) 30209 63(Ii)(C) (C) 30210 63(Iii) Iii) Bronze Nut Including Casting And Machining 63(Iv)(A) Iv) Stainless Steel Counter Sunk Screw For Rubber Seals (A) M-10 –40 Mm 63(Iv)(B) (B) M-10 -125 Mm 63(Iv)(C) (C) M-12 –30 Mm 63(V)(A) V) Stainless Steel Counter Sunk Screw For Top Seals (A) 12 Dia. – 190 Mm 63(V)(B) (B) M- 12 Dia. – 220Mm 63(V)(C) (C) 10 Dia. – 250 Mm 63(Vi)(A) Vi) Rubber Seals (Flat Type) (A) 55 X 12 (1250 Mm To 1500 Mm) 63(Vi)(B) (B) 48 X 12 (950 Mm To 2200 Mm) 63(Vi)(C) (C) 55 X 10 (1830 Mm To 2200 Mm) 63(Vi)(D) (D) Side Rubber Seal L Type 88 X 55 X12 (For Radial Gate) 63(Vii)(A) Vii) Stem Rod Carbon Steel (A) 80 Mm Dia 63(Vii)(B) (B) 70 Mm Dia 63(Vii)(C) (C) 60 Mm Dia 63(Viii)(A) Viii) S.S. Stem Rod Pin With Nut And Washer (A) 60 Dia. – 250 / 350 Mm 63(Viii)(B) (B) 40 Dia. – 250 Mm 63(Viii)(C) (C) 50 Dia. – 250 / 350 Mm 63(Ix)(A) Ix) M.S. Bolts For Pedestal Cover / Base With Nut And Washer (A) 25 Dia. 63(Ix)(B) (B) 20 Dia. 63(X) X) Side Seal Track S.S. Nuts (For Pipe Type Gates) 20 Dia. Nut 63(Xi) Xi) Plummer Block With Bearing 63(Xii) Xii) Declutching Arrangement 63(Xiii)(A) Xiii) Electromegnetic Brake Assembly (A) 150 Mm 63(Xiii)(B) (B) 200 Mm 63(Xiv) Xiv) Megnetic Brake Coil Rewinding 63(Xv)(A) Xv) Motor Rewinding (A) 1.00 Hp 63(Xv)(B) (B) 1.50 Hp 63(Xv)(C) (C) 2.00 Hp 63(Xv)(D) (D) 5.00 Hp 63(Xvi) Xvi) S.S. Lock Pin 20 Dia. (For Stem Rod Coupling) 63(Xvii) Xvii) Gasket For Pedestal 63(Xviii) Xviii) Shear Pin / Grease Nipple 63(Xix) Xix) G.I. Pipe – 40 Mm Dia. 63(Xxii) Xxii) Worm Shaft (Cast Steel) 63(Xxiii) Xxiii) Worm Bronze Bush 63(Xxiv)(I) Xxiv) Keys (I) 12 X 8 Key With Round End 180 Mm Long 63(Xxiv)(Ii) (Ii) 12 X 8 Key With Round End 60 Mm Long 63(Xxiv)(Iii) (Iii) 12 X 8 Key With Round End 40 Mm Long 64 Complete Servicing Of Pipe And Open Type Vertical Gates Of Various Sizes On Hr / Cr / Escape On Distry Including Cleaning, Applying Grease/Oil, Tightening Of Nuts-Bolts, Alignments Of Gate Components Including Cost Of Material I.E.Lubricants, Labour, Transportation Of Material And Conveyance Of Crew Etc.Complete. Open Type Vertical Gates With Manually Operated Screw Hoist 65(I) Labour Charges For Maintenance And Repairs Of Vertical Gate Components Viz. Gate Assembly, Pedestel Assembly, Screw Hoist, Etc. Complete. I) Welding With Consumables Including Labour, Tools & Tackles 65(Ii) Ii) Labour Charge For Removal Of Tack Welding On Nut & Bolt Or Cutting. 65(Iii)(A) Iii) Painting With Material A) One Coat Of Zinc Rich Primer & Two Coat Of Coal Tar Epoxy. 65(Iii)(B) B) Two Coat Of Coal Tar Epoxy. 65(Iii)(C) C) Two Coat Of Enamel Painting By Brushing.. 65(Iii)(D) D) Metal Primer Red Oxide By Brushing. 65(Iii)(E) E) One Coat Of Rust Remover With Cost Of Materials 65(Iv) Iv) Labour Charge For Replacement Of Bolt. 65(V) V) Labour Charge For Replacement Of Rubber Seal. 65(Vi) Vi) Labour Charge For Replacement Of Stem Rod. 65(Vii) Vii) Labour Charge For Replacement Of Stem Rod Coupling / Bracket. 65(Viii) Viii) Labour Charge For Replacement Of S.S. Pin / Stem Rod Coupling Pin. 65(Ix) Ix) Labour Charge For Replacement Of Pedestal Assembly. 65(X) X) Labour Charge For Replacement Of Upper / Lower Housing / Worm Shaft / Worm / Worm Wheel. 65(Xi) Xi) Labour Charge For Replacement Of Thrust / Taper Roller Bearings. 65(Xii) Xii) Labour Charge For Replacement Of Bronze Nut. 65(Xiii) Xiii) Labour Charge For Replacement Of Gasket / Brass Bearing Etc. 65(Xiv) Xiv)Labour Charge For Replacement Of Pipe Railing. 65(Xv) Xv)Labour Charge For Dial Indicator Marking Including Materials 66(I)(A) Supply Of Spares Required During Maintenance And Repairs Of Vertical Gates And Its Screw Hoist As Per Drawings And Specification (For Distry Gate) I) Spherical Thrust Bearings (Skf Or Equivalent) (A) 51222 66(I)(B) (B) 51228 66(I)(C) (C) 29330 B 66(I)(D) (D) 51212 66(I)(E) (E) 51216 66(Ii)(A) Ii) Taper Roller Bearings (Skf Or Equivalent) (A) 30208 66(Ii)(B) (B) 30209 66(Iii) Iii) Bronze Nut Including Casting And Machining 66(Iv) Iv) Stainless Steel Counter Sunk Screw For Rubber Seals (A) M-10 –30 Mm 66(V)(A) V) Stainless Steel Counter Sunk Screw For Side Seals/ Top Frame (A) M-12 Dia. – 190 Mm 66(V)(B) (B) M- 10 Dia. – 250 Mm 66(Vi) Vi) Rubber Seals (Flat Type) (A) 55 X 12 (800 Mm To 1200 Mm) 66(Vii)(A) Vii) Stem Rod (Carbon Steel) (A) 70 Mm Dia 66(Vii)(B) (B) 60 Mm Dia 66(Vii)(C) (C) 50 Mm Dia 66(Vii)(D) (D) 40 Mm Dia 66(Viii)(A) Viii) S.S. Stem Rod Pin With Nut And Washer (A) 60 Dia. – 250 / 350 Mm 66(Viii)(B) (B) 55 Dia. – Do 66(Ix)(A) Ix) M.S. Bolts For Pedestal Cover / Base With Nut And Washer (A) 25 Dia. 66(Ix)(B) (B) 20 Dia. 66(X) X) S.S. Lock Pin 20 Dia. (For Stem Rod Coupling) 66(Xi) Xi)Gasket For Pedestal 66(Xii) Xii) Shear Pin / Grease Nipple 66(Xiii) Xiii) G.I. Pipe – 32 Mm Dia. 66(Xiv) Xiv) Misc M.S. Nut-Bolts 66(Xv) Xv) Worm Bronze Bush 66(Xvi)(I) Xvi) Key (I) 12 X 8 Key With Round End 180 Mm Long 66(Xvi)(Ii) (Ii) 12 X 8 Key With Round End 60 Mm Long 66(Xvi)(Iii) (Iii) 12 X 8 Key With Round End 40 Mm Long 66(Xvii) Xvii) Upper / Lower Housing Cast Iron 30 66(Xviii) Xviii) Pedestal Cast Iron 30 66(Xix) Xix) Worm Gear Cast Iron 30 66(Xx) Xx) Worm Shaft Cast Steel 30 66(Xxi) Xxi) Wheel Cast Iron 30 67 Fabricating And Replacing Of M.S Checkered Plate For Gate Plateform Required During Maintenance And Repairs Of Vertical Gates On Cr/Escapes Structures As Per Drawings And Specifications. 68(I) ( H ) - Ugpl Items Providing, Supplying & Delivery In Standard Length Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Ring Fit Joint Including Cost Of Rings, As Per Is Specification No. 4985/1988 Including All Local And Central Taxes, Transportation, Freight Charges, Octroi, Inspection Charges, Loading, Unloading, Conveyance To The Departmental Stores And Including Cost Of Jointing Meterial Etc. Completetest Pressure 4 Kg/Cm2 160 Mm 68(Ii) 180 Mm 68(Iii) 200 Mm 68(Iv) 225 Mm 68(V) 250 Mm 68(Vi) 280 Mm 68(Vii) 315 Mm 69(A)(I) Pvc Fittings: Providing And Supplying At Store Or Site Of Work Incl. Freight Charges, Loading, Unloading, Stacking, Insurance & All Taxes Etc.Complete P.V.C. Tee (Moulded) 110 X 110 Mm 69(A)(Ii) 160 X 110 Mm 69(A)(Iii) 160 X 160 Mm 69(B)(I) P.V.C. Elbow (Moulded) 160 Mm 69(B)(Ii) 200 Mm 69(C)(I) P.V.C. Reducer (Moulded) 200 X 160 Mm 69(C)(Ii) 160 X 140 Mm 69(C)(Iii) 160 X 110 Mm 69(C)(Iv) 160 X 90 Mm 69(D)(I) P.V.C. Bend 90° (Fabricated) 4.0 Kg 160 Mm 69(D)(Ii) 200 Mm 70(I) Sluice Valves: Providing And Supplying Isi Mark Ci D/F Sluice Valves As Per Is:14846 (Latest Edition) Of Following Class And Diameter Incl. All Local And Central Taxes, Insurance, Transportation, Freight Charges, Octroi, Inspection Charges, Loading, Unloading, Conveyance To The Departmental Stores, Stacking Etc. Complete Pn-1 With Hand Wheel/Cap Operated (Pd Type Short Body) 125 Mm 70(Ii) 150 Mm 70(Iii) 200 Mm 70(Iv) 250 Mm 70(V) 300 Mm 71(I) Air Valves: Providing And Supplying C.I. Air Valves Of Approved Make & Quality Of Following Class And Diameter Incl. All Taxes, Insurance, Transportation, Freight Charges, Octroi, Inspection Charges, Loading, Unloading, Conveyance To The Departmental Stores, Stacking Etc. Complete Air Valves Double Acting (Ds2) 50 Mm 71(Ii) 80 Mm 71(Iii) 100 Mm 72(I) Lowering, Laying, Fixing And Jointing Pvc/Upvc Pipes And Specials Of Following Class And Diameter Including Cost Of Conveyance From Store To Site Of Works Including Cost Of Labour, Material, Cement Solvent, Giving Satisfactory Hydrulic Testing As Per Isi Code. 160 Mm 72(Ii) 180 Mm 72(Iii) 200 Mm 72(Iv) 225 Mm 72(V) 250 Mm 72(Vi) 280 Mm 72(Vii) 315 Mm 73(A)(I) Lowering, Laying And Jointing In Position Following C.I./D/F Reflux Valves, Butterfly Valves, Sluice Valves And Air Valves Ncluding Cost Of Labour, Jointing Material, Including Nut Bolts And Giving Satisfactory Hydrulic Testing Etc. Complete Reflux Valves, Butterfly Valves, Sluice Valves 125 Mm 73(A)(Ii) 150 Mm 73(A)(Iii) 200 Mm 73(A)(Iv) 250 Mm 73(A)(V) 300 Mm 73(B)(I) Air Valves Double Ball Flanged 50 Mm 73(B)(Ii) 80 Mm 73(B)(Iii) 100 Mm

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