Tender For Construction Of 30000 Litres Oht At Kavanipakkam Panchayat., Villupuram-Tamil Nadu

Tender For Construction Of 30000 Litres Oht At Kavanipakkam Panchayat. ; 1 Construction Of 30000 Litres Oht@ Kavanipakkamrpanchayat. 2 Earth Work Excavation And Depositing On Bank With Intial Lead And Lift In All Clasuses Of Soil Such As Hard Gravely Soil, Gravely Soil Except Hard Rock Requiring Blasting Etc Complete As Per Ss20b For Narrow Foundation 3 Seconddepth From2 . 0 M - 4 . 0 M Below Gl 4 Filling Inthe Foundation With Filling M Sand Including Cost And Conveyanceto The Site And All Labour Charges For Fillingas Per Standard Specifications 5 Cement Concrete 1:4:8 Mix Using 40Mm Isshbg Stone Jelly For Foundation And Flooring Including Cost, Conveveyance Of All Materials And Labour Chargesto Laid In Layers Not More Than 15Cm Thick, Well Rammed Etc, Complete With Standard Specification ( Using M Sand ) 6 Reinforced Cement Concrete 1 : 1.5 : 3 Mix Using 20Mm Iss Metal Including Cost And Conveyance Of All Materials To Site And All Labour Charges For Mixing, Laying And Curing Etc Complete . ( Using M Sand ) 7 Below1.50M From Gl 8 0.0M To 4.50 M Above Gl 9 4.50 M To 7.32 Above Gl 10 7.32 M To 10.98M Above Gl 11 10.98 M To 14.64 M Above Gl 12 14.64Mto18.30M Above 13 Supplying And Erection Centering For Sides And Soffiots Including Necessaary Supports And Strutting As Directed By The Departmental Officers. Rate For 10M2 For The Following Items ( Rcc Floor Slab, Roff Slab, Rectangular / Square, Tee / Ell Beams, Lintels, Staircase Waist Slablanding Slab Landing Beam Canopy Etc In All Floors With All Cross Bracings Using Mild Steel Sheets Of Size 90Cm X 60Cm And 10Bg Stiffened Withmild Steel Angles Of Size 25Mmx3mm For Boarding Laid Over Country Wood Joists Of Size 10Cmx6.50Cm Spaced At About 90Cm Centre To Centre And Supported By Casurina Props Of 10Cm To 13Cm Dia Spaced At 75Cm Centre Etc, Complete And As Directed. 14 From Gl - 3.30 M 15 From 5.30 M To 6.30 M Above Gl 16 From 8.30M To 9.30M Above Gl 17 From 11.30 M To 12.30 M 18 Curved Surface 19 Square Column 20 Above Gl To 3.30 M 21 From 3.31M To 4.30 M 22 From 4.31M To 5.30 M 23 From 5.31M To 6.30 M 24 From 6.31M To 7.30 M 25 From 7.31M To 8.30 M 26 From 8.31M To 9.30 M 27 From 9.31M To 10.30 M 28 From 10.31M To 11.30 M 29 From 11.31M To 11.45 M 30 Supplying, Fabricatung And Placin G In Position Of Rts Or Ms Rod For All Reinforced Cement Concrete Works As Per Design Given Including Cost Of Steel And Binding Wire In All Floors Etc, Complete Complying With Standard Specification 31 Painting Two Coats With Approvedcement Paintover The Plastered Surface Over One Coat Ofwhie Cement Including Cost Of All Materials And Labour Charges Etc Complete 32 Fabrication, Supply, Delivery And Fixing Of Out Side Ms Lader Of 45 Cm Clear Wide Made Out Of 50 Mm X 50 Mm X 6Mm Ms Angle For Both Sides And For Steps At 30 Cm C / C Welded Jointed Etc., For I Staging From Gl To First Brace ( Weight 4.50 Kg / M ) Second And Third Stagging Upto Floor Slab And Fourth Stagging From Floor Slab Roof Top Cover Slab.Supply, Delivery And Fixing Of 32 Mm Gi Pipes Medium For Hand Rails From First Stage To Fourth Stage. Rcc M30 Grade Mix For Landing Slabfive Nos At Ground Level - 1 No And Above Ground Level - 4 Nos . Supply And Fixing Of 32 Mm Dia Gi Pipes For Landing Slab .Supply And Fixing Of Ms Base Plate Of 100 Mm X 100 Mm X 6 Mm Thick For Fixing Anchore Fastener Bolt For Fixing Of Hand Rails At Landing Slab And Ms Ladder Providing Locking Arrangements With Two Coats Of Approved Enamel Paint Over One Coat Of Redoxide Paint As Per Approved Type Design 33 Providing And Fixing Of R C C Inner Acess Ladder In R C C 1:1.5:3 Using 20Mm Hbgstone For Oht Including Cost Of Reinforcement , Placing Grill In Position, Centering Shuttering , Mixing Concrete Curing Etc., 34 Providing 110Mm Ac Vent Cowl Arrangements Mosquito Proof Nylon Net As Directed By Dept Officer 35 Providingcut Stone Slab In Cmac Vent Cowl Arrangements Mosquito Proof Nylon Net As Directed By Dept Office 36 Providing Man Hole Cover Of Size 0.60M X0.60M In Rc C 1:1.5:3 With Suitable Reinforcement And 50 X50x6mm Ms Angle Fixed Along Edges And As Directed By Dept Officer 37 65 Mm Gi Pipe Inlet 38 65 Mm Gi Pipeover Flow 39 65 Mm Gi Pipe Deleivery 40 50 Mm Gi Pipe For Scour 41 90 Mm Pvc Thread Coupler 42 75 Mm Pvc Thread Coupler 43 63 Mm Pvc Thread Coupler 44 65 Mm Gi Tee 45 65 Gi Ell 46 65 X 50 Mmgi Reducer 47 75 Mm X 63 Mm Pvc Reducer 48 65 Mm Gi Union 49 65 Mm Gi Flange 50 65 Mm Gi Coupling 51 65 Mm Gate Valve 52 50 Mm Gate Valve 53 Refilling The Foundation With Excavated Earth Including Consolidation As Directed By Dept Officer 54 Labour Charges For Gi Pipe Connection To The Oht , For Inlet, Out Let , Overflow Pipe And Scour Arrangements Including Cutting And Threading , Earth Work Excavation & Refilling 55 Providing Hand Railsover The Roof Slab By Using 32 Mm Gi Pipe With 40Mm X6mm Msflate And Fixied With 12Mm Dia Fastner Bolt 75Mm Long And As Directedby Dept Officer 56 Name Board Charges 57 Steel Door Lock Fixing With Oht Ladder 58 Name Of Work:Providingpumping Mainand Distribution For Proposed Oht 59 Name Of Work: Providing Fencing Arrangementsfor Oht 60 Photo Charges 61 Gst Amount For Providing Service To Government Contract Works For The Above Construction Works. { Gst Amount Is The Total Gst Amount For Total Overall Quoted Amount Above This Row In Column Bb For All Works In This Package }

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INR 16750.0 /-

INR 16.75 Lakhs /-