|
Tender for Replacement Of Damaged Distribution Pipeline In Shivlok And Aarya Nagar Haridwar Urban Water Supply Scheme Under Cm Ghoshna 746/2025 , Providing And Lowering Into Trenches With True To Alignment, Laying & Jointing Of Full Lengths Of Hdpe Pipes Of Specified Grade As Per Is: 4984-1995 And Specifications, With Testing Of Pipe Line Including Supply Of Jointing Materials.Hdpe Pe-100, Pn-10 90 Mm Dia , 110 Mm Dia , Mserw Pipe 125 Mm Dia 3.2Mm Thick. , 150 Mm Dia 2.8Mm Thick. , 200 Mm Dia 3.2Mm Thick. , 250 Mm Dia 4.0Mm Thick. , 300 Mm Dia 4.4Mm Thick. , Providing Of All Materials, Carting From Site Store To Site Of Work Lowering Into Trenches With True To Alignment, Laying Of Mserw Pipes Grade Yst 210 Etc Mserw Pipe 4.8Mm Thick. 350 Mm Dia 4.8Mm Thick. , Excavation Of Earth For Pipeline In Following Strata Lift Upto 1.5 M Lead Upto 30 M Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto A Distance Of 60 M From Trenches Including Supply Of Labour, T & P Etc.All Complete.Excavation In Soil Mixed With Single Boulders Etc. Requireing The Use Of Special T&P, If Any, For Pipe Line Trenches Including Lift Upto 1.5M And Lead Upto 30M With Back Filling, Watering, Ramming Of Excavated Earth In The Trenches. , Providing And Fixing D.I D/F Sluice Valves Confirming To Is: 14846-2000 In Position Including All Material, Labour & T&Pcomplete. Pn-16 80 Mm Dia , 100 Mm Dia , 125 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , 350 Mm Dia , Constructing Masonry Chamber 90X90x100 Cm Inside, In Brick Work In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.I.Surface Box 100 Mm Top Diameter, 160 Mm Bottom Diameter And 180 Mm Deep (Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:1.5:3 Mix (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size), Including Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 7.5 , Dismantling Of Flexible Pavements And Disposal Of Dismantled Materials Upto A Lead Of 100M, Stacking Serviceable And Unserviceable Materials Separately As Per Technical Specification Clause 202- By Mechanical Means For Bituminous Courses , Dismantling Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge :Water Bound Macadam Road , cement concrete Road, Dismantling And Reinstatement Of Following Type Of Road Surface For Laying Of Pipe Line Including Sorting Out Of Serviceable Materials And Disposal Of Unserviceable Materials. Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge.Nominal Concrete 1:3:6 Or Richer Mix (Including Equivalent Design Mix) , Dismantling Of Structures Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry,Cement Concrete, Woodwork, Steelwork, Including T&P And Scaffolding Wher Ever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. Cement Concrete (By Mechanical Means) , Concrete With Cement, Coarse Sand And 40Mm Gauge Stone Ballast In Proportion1:4:8 In Foundation Sand Floors Including Supply Of Allmaterial, Labour Andt&Petc. Required For Proper Completionof Thework. Asper Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Cement Concrete (Pcc M-30) Pavement:- Constructionof Un-Reinforced, Cement Concrete Pavement, Thicknessb As Per Design, Over A Prepeared Sub Base With 43Grade Cement Or Any Other Type Plain Cement Concrete Grade M-30, Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Concrete Mixer Of Not Less Then 0.2Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Form Work (Steelchannel, Laying And Fixing Of Wedges, Steelplates Including Levelling The Formwork, As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, And Plate Vibrators, Finished In Continuous Operation And Curing Of Concrete Slabs For 14Days, Using Curing Compound Where Specified And Water Finishing To Line Sand Grade As Per Drawing Sand Technical Specifications. Plain Cement Concrete 1:1.5:3 In Top. , Concrete & Tiles Road Taking Out Existing cement concrete Interlocking Paver Blocks From Footpath/ Central Verge, Including Removal Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-In-Charge. , Dismantling Of Structures Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry,Cement Concrete, Woodwork, Steelwork, Including T&P And Scaffolding Wher Ever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 M As Per Technical Specification Clause 202. (By Manual Means) , Concrete With Cement, Coarse Sand And 40Mm Gauge Stone Ballast In Proportion1:4:8 In Foundations And Floors Including Supply Of Allmaterial, Labour Andt&Petc. Required For Proper Completionof Thework. Asper Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Laying Old Cement Cocrete Interlocking Paver Blocks Of Any Design/ Shape Laid In Required Line, Level, Curvature, Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Fine Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. (Old cement concrete Paver Blocks Shall Be Supplied By The Department Free Of Cost).50% Old Tiles To Be Used. , Providing And Laying 60 Mm Thick Factory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge.50% New Tiles To Be Required. , Providing And Laying Of Pipeline Mserw Yst 210 250 Mm Dia , 5.6 Mm Thick By Installation Of Steel Product Pipe By Hdd Method Including Excavation Of Non Structural Pits For Pipe Jacking / Ramming Purpose , Shifting Of Old Connection To New Connection , Hiring Charging Tractor With Tanker Per Day Including Driver, Helper,Diesel And Maintenance Also.
|
