Civil Work In Maharana Pratap Park At Chaksu. Civil Work In Maharana Pratap Park At Chaksu. Construction Of Embankment With Approved Material Obtained From Borrow Pit With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope

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Civil Work In Maharana Pratap Park At Chaksu. Civil Work In Maharana Pratap Park At Chaksu. Construction Of Embankment With Approved Material Obtained From Borrow Pit With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting By Vibratory Roller 8-10 Tonne To Meet Requirement Of Table 300-2 Including Cost Of Compensation For Earth Taken From Private Land Complete As Per Mort&H Specification Clause 305. ( Lead Taken Upto 5 Km ) 2 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. Grading - Iii Material 3 Providing And Fixing Of Precast Concrete Interlocking Tiles Of Desired Shape Of M 30 Grade Manufactured From Fully Computerized Automatic Stationery Hydraulic Viebro Pressed Machine And Fullycomputerized Automatic Batching Plant Of Class A1 / A2 As Per Bs 6717:2001. The Cc Interlocking Paving Blocks Be Laid On Average 50Mm. Thick Bed Of Coarse Sand And The Joint Is To Be Filled With Fine Sand. Laying Procedure On Compacted Sub-Base As Defined.Complete Job Is To Be Executed As Per The Instruction Of Engineer Incharge. The Rates To Be Inclusive Of All Lead & Lifts Etc. Complete As Per Specifications. Tensile Splitting Strength, Abrasion And Braking Load Etc. As Per Bs 6717:2001, Grey Cement. 80Mm Thick 4 Providing And Laying In Position Cement Concrete Of Specified Grade Excludin 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 5 Providing And Fixing Precast Cement Concrete M-20 Grade ( Using Mechanical Concrete Mixer ) Kerb Stone Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High On 150 Mm Thick Pcc M-10 Grade Foundation As Per Design, Including Fixing At Site As Per Clause 408 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 6 Earth Work In Excavation In F / T Or Drains Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5Mtr. Including Taking Out The Excavated A Soil & Depositing & Refitting Ofjhiri With Watering And Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Mtr. Hard / Dense Soil 7 Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge.1: 3: 6 Or Richer Mix. 8 P / L Including Curing, Compaction Complete Using Stone Aggregate Stone 40Mm Nominal Size ( Crusher Broken ) In Foundation Plinth, Excluding Th Cost Of Shuttering, Using Mix 1:5:10 9 Brick Work With Fps Bricks Of Class Designation 75 In Foundation And Plinth In: Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 10 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level : 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) . 11 Cement Plastering Including T&P, Scaffolding, Material And Complete Labpour, Including Cost Of Water, Curing, Racking Of Joints Etc. With 20 Mm Cement Plaster Of Mix : 1:4 ( 1 Cement : 4 Fine / Coarse Sand ) 12 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: New Work ( Two Or More Coats Applied @ 2.20 Kg / 10 Sqm ) . 13 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacturter To Give An Even Shade: One Ormore Coats 14 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings I / C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work Including Cutting Chases And Making Good The Walls Etc., 15 15 Mm Nominal Outer Dia .Pipes. 16 25 Mm Nominal Outer Dia .Pipes. 17 Providing, Fixing, Jointing And Testing Of Heavy Gauge ( C Class ) Ms Pipe Isi Marked With Accessories Like Tees, Elbows, Flanged Joints, Reducers, Compressed Asbestos Gaskets, Nuts And Bolts Including Fixing The Pipe With Suitable Flat Iron Strip Clamps / Bracket, Painting Etc. Complete As Required For Delivery / Suction Manifold Relating Tothe Pump Including Painting Of Two Coats Of Red Oxide And Two Coat Of Post Office Red Enamel Paint Including All Civil Breakages And Making Good The Same : 150Mm Dia 18 P&F Rigid Pvc Pipe ( Is:4985 Mark ) Class Ii ( 6 Kg. / Cm. ) Approved Quality / Makeincluding Joining The Pipe With Solvent Cement Rubber Ring And Lubricant 110Mm Dia 19 S&F Following Sizes ( Dia. ) Of Isimarked Medium Dutypvcconduit Along With Accessories Insurface / Recessed Usingsaddles, Clamps, Fastener As Required Includingcutting The Wall And Making Good The Same As Required. 32Mm Group 1St 20 P / Laying P.V.C. Insulated &P.V.C.Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Of Is:1554 P-I Of Group2ofapproved Makein GroundAs Per Is:1255 Including Excavation Of30Cmx75cm Size Trench, 25 Cmthick Underlayer Ofsand, Iind Class Bricks Covering, Refilling Earth, Compaction OfEarth, Making Necessary Connection, Testing Etc.25 Sq Mm4 Core Armured 21 Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls, Cc Road And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 50 Metres As Directed By Engineer. Dismantling Stone Masonry Rubble Stone Masonry In Cement Mortar. 22 Construction Of Embankment With Approved Material Obtained From Borrow Pit With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting By Vibratory Roller 8-10 Tonne To Meet Requirement Of Table 300-2 Including Cost Of Compensation For Earth Taken From Private Land Complete As Per Mort&H Specification Clause 305. ( Lead Taken Upto 5 Km )