Tender For Construction Of 10000 Litre Oht (7.50M High) At Sorappur Panchayat., Pondicherry-Tamil Nadu

Tender For Construction Of 10000 Litre Oht ( 7.50M High ) At Sorappur Panchayat. ; 2 Earthwork Excavation And Depositing On Bank With An Initial Lead Of 10M And Lift Of 2M In The Following Classification Of Soils.Hard Stiff Clay Black Cotton, Hard Red Earth, Shales, Murram, Ordinary Gravel, Stoney Earth And Earth Mixed With Small Size Boulders For Foundation Ss 20B. 3 First Depth Of 2M 4 Second Depth Of 2M 5 Cement Concrete 1:4:8 ( One Cement, Four Sand And Eight Aggregates ) Using 40Mm Hbg Stone For Levelling Course For Foundation Including The Cost Of Mixing Concrete, Ramming, Curing Etc., Complete. 6 Brick Work In Cement Mortar 1:5 Mix Using Fly Ash Bricks 83 / 4X43 / 8X23 / 4And Conveyance Of All Materials To Site And All Labour Charges Etc Complete -10 Cum 7 Cement Concrete 1 : 2 : 4 Mix Using 20Mm Hbg Metal For Foundationetc Complete. 8 Rcc 1:1.5:3 ( One Cement, One And Half Sand And Three Agreegates ) Using 20Mm Hbg Stone Excluding Cost Of Reinforce Ment, Centering, Shuttering Strutting, But Including Cost Of Mixing Concrete, Placing, Vibrating With Mechanical Vibrator, Finishsing, Curing Etc., Complete. 9 1.50M To 4.50M Below G.L. 10 0M To 1.50M Below G.L. 11 0M To 4.5M From Gl 12 4.51M To 7.32M From Above Gl 13 7.33M To 10.98M From Above Gl 14 Supplying And Erecting Steel Centering For Sides And Soffits Including Necessary Supports And Shuttering To The Required Height For Rcc Items Using Ms Sheets Or Susitable Size Of Bg.10 Stiffened With Welded Ms Angles Of Size 25Mm X 25Mm X 3Mmof Boarding, Laid Over Silver Oak Joints Of Size 10Cm X 6.5Cm Spaced At 90Cm Centre To Centre And Supported By Casurina Props Of 10Cm To13cm Dia Spaced At 75Cm Centre To Centre Complying With Standard Specifications Etc. Complete 15 Plane Surface 16 Below G.L. 17 From G.L. To 3.30M 18 From Floor 6.30M To 7.30M 19 10.30M To 11.30M 20 Curved Surface 21 6.31 To 7.30M 22 7.31 To 8.30M 23 8.31 To 9.30M 24 9.31 To 10.30M 25 10.31 To 11.30M 26 Square Column 27 B.G.L 28 Gl To 3.30M 29 3.30M To 4.30M 30 4.31M To 5.30M 31 5.31M To 6.30M 32 6.31M To 7.30M 33 Painting Two Coats With Approved Cement Paint Over One Coat Of Priming Coat Over Cement Plastered Exposed Surface Of The Reservoir Including Cleaning, Preparing The Surface And Curing Etc., Complete. 34 Supplying, Fabricating And Placing In Position Of Hsd Steel Rods For Reinforcement Including The Cost Of Steel And Binding Wire Etc., Complete.Rts Rod As Directed By Twad Board Officers 35 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 36 Providing And Fixing Of Rcc Inner Accesss Ladder In Rcc 1: 1.5:3 ( One Cement, One And Half Sand And Three Agreegate ) Using 20Mm Hbg Stone For Oht Including Cost Of Reinforcement, Placing Grill In Position, Centering Shuttering Charges, Mixing Concrete Curing Etc., To Required Height And Clear Width Of 45Cm Consisting Of Two Nos. Of Vertical Post Of 10Cm X 15Cm And Step Slab Of 25Mm X 25Mm Etc. Complete. 37 Providing Giventilating Arrangements Mosquito Proof Nylon Net With 110Mm Pvc Cowl And As Directed By Dpt. Officers 38 Providing Cut Stone Slab In Cm 1:3 And As Directed By Twad Board Officers 39 Providing Manhole Cover Of Size 0.60 X 0.60M In Rcc 1:1.5:3 With Suitable Reinforcement 50Mm X 50Mm X 6Mm Ms Angles Fixed Along Edges And As Directed By Twad Board Officers. 40 Provision For Pie Connection 41 50Mm Dia Gi Pipe 42 50Mm Dia Gm Gate Valve 43 Refilling The Foundation With Excavated Earth Including Consolidation As Directed By The Twad Board Officers 44 Supply And Delivery Of 63Mm 4 Ksc Pvc Pipe Including Cost And Conveyance All Charges Etc. Complete. 45 63Mm 4 Ksc Pvc Pipe 46 63Mm 6 Ksc Pvc Pipe 47 50Mm Gi Pipe 48 Earthwork Excavation And Depositing On Bank With And Initial Lead Of 10M And Lift Of 2M In The Following Classification Of Soils As Hard Stiff Clay Black Cotton, Hard Red Earth. Shales, Murram, Ordinary Gravel, Stoney Earth And Earth Mixed With Small Size Boulders For Foundation Ss 20B 49 63Mm 4 Ksc Pvc Pipe 50 Laying Of Pvc For Extention Of Pipe Line Including Cost Of All Labour Charges Etc Completed 51 63Mm 4 Ksc Pvc Pipe 52 50Mm Gi Pipe 53 Refilling The Trenches With Excavated Earth Other Than Sand Including Cost Of All Labour Charges Etc Completed 54 63Mm 4 Ksc Pvc Pipe 55 Provision For Water Meter Conforming To Is 2373 / Iso 4064 & Dirt Box Strainer ( Pg.No : 86 ) 56 Provision For Water Meter Protection Wall Including Cost Of All Laboue Charges Etc Completed 57 Provision For Supply And Fixing Of Colrinator Including Cost Of All Etc Completed 58 Provision For Pvc And Gi Specials 59 Providing For Barbed Fencing Wire Arrangement And Ladder With Steel Door Lock Arrangement And Manual Chlorinator Charges 60 Provision Towards Materaila Testing Charges 61 Provision For Name Board 62 Provision For Photographic Charges 63 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 7300.0 /-

INR 7.30 Lakhs /-