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Tender For Construction Of 60,000 Litres Capacity Service Reservoir - 12.00 M Staging Height In Pitchampatti Village At Pitchampatti Panchayat, andipatti-Tamil Nadu

Rural Development And Panchayats Department has published Tender For Construction Of 60,000 Litres Capacity Service Reservoir - 12.00 M Staging Height In Pitchampatti Village At Pitchampatti Panchayat. Submission Date for this Tender is 10-11-2023. Reservoir Tenders in andipatti Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

40449744
Tender For Construction Of 60,000 Litres Capacity Service Reservoir - 12.00 M Staging Height In Pitchampatti Village At Pitchampatti Panchayat
Open Tender
Indian
Tamil Nadu
Andipatti
10-11-2023

Tender Details

Construction Of 60, 000 Litres Capacity Service Reservoir - 12.00 M Staging Height In Pitchampatti Village At Pitchampatti Panchayat; 1 Earthworkexcavation And Depositing On Bank With An Initial Lead Of 10M And Lift Of 2M In The Following Classification Of Soils As Directed By Deparment Officers. Hard Stiff Clay, Block Cotton, Hard Red Earth Shales, Murram, Ordinary Gravel, Stoney Eart 2 First Depth Of 2M 3 2 Nd Depth 4 Sand Filling For Foundation With Clear River Sand Including Cost Of Sand Watering, Ramming And Consolidationetc Complete As Directed By Department Officers. 5 Cementconcrete1:4:8 ( One Cement Four Sand And Eight Aggregates ) Using 40Mm Hbgs For Levelling Course For Foundation Including The Cost Of Mixing Concrete, Ramming, Curing Etc., Complete As Directed By Department Officers. 6 Rcc In M30 Grade Using Graded Aggregtes Of Hbgs Excluding Cost Of Reinforcement, Centering, Shuttering Strutting, But Including Cost Of Mixing Concrete, Placing, Vibrating Withmechanical Vibrator, Finishing, Curing Etc., Complete As Directed By Department 7 For Footing Below G.L. ( 1, 50 To 4, 50 Below Gl ) 8 For Column And Brace Upto G.L ( 0 To1, 50 Below Gl ) 9 For Column Andbrace I0 To 4.5M From Gl 10 For Column Andbrace Ii4.5M To 7.32M From Gl 11 For Column Andbrace Iii7.32 To 10.98M From Gl 12 For Column Beam Floor Slab Side Wall From 10.98M To 14.64 M From Gl 13 For Side Wall, Hance And Roof Slab From 14.64 M To 18.30 M From Gl 14 Supplying And Erecting Steel Centering For Sides And Soffits I Including Necessary Supports And Shuttering To The Required Height For Rcc Items Using Ms Sheets Of Suitable Size Of Bg.10 Stiffeneq With Welded Ms Angles Of Size 25Mm X 25Mm X3mm Of Boarding 15 Plane Surfaces 16 Below Gl For Column Footing And Gl Brace 17 Gl 0 To 3.30 M For Brace I 18 5.3. To 6.30 M For Brace Ii 19 6.3. To 7.30 Mfor Brace Ii 20 8.3. To 9.30 Mfor Brace Iii 21 9.3. To 10.30 Mfor Brace Iii 22 3.30 To 4.30 M Roof Slab 23 11.30 To 12.30Mforfloor Beam And Bottm Of Floor Slab 24 Square Column 25 For Column Below Gl 26 For Column Gl 0 To 3.30M 27 For Column ( 3.31M To 4.30M ) . 28 Forcolumn ( 4.31M To 5.30M ) . 29 For Column ( 5.31M To 6.30M ) 30 For Column ( 6.31M To 7.30M ) 31 For Column ( 7.31M To 8.30M ) 32 For Column ( 8.31M To 9.30M ) 33 For Column ( 9.31M To 10.30M ) 34 For Column ( 10.31M To 11.30M ) 35 For Column ( 11.31M To 11.40M ) 36 Curved Surface 37 0 To 3.30 M For Side Wall, & Floor Slab Sides And Haunch 38 3.3 To 4.30 M For Side Wall, Roof Slabsides 39 Supplying, Fabricating And Placing In Position Of Hsd Steel Rods For Reinforcement Including The Cost Of Steel And Binding Wire Etc., Complete And As Directed By Deparment Officers. 40 Painting Twocoats With Approvedemulsionpaint Over One Coat Of Priming Coat Over Cement Plastered Exposed Surface Of The Reservoir Including Cleaning, Preparing The Surface And Curing Etc., Complete And As Directed By Deparment Officers 41 Providing Ms Ladder & Hand Rails Arrangements In60, 000 Lits. Capacity Oht With 12.00Mstaging Height. 42 Providing And Fixing Of Rcc Inner Access Ladder In Rcc 1:1.5:3 ( One Cement, One And Half Sane! And Three Aggregates ) Using 20Mm Hbg Stone For Oht Including Cost Of Reinforcement, Placing Grill In Position, Centering Shuttering Charges, Mixing Concrete Cur 43 Providing Manhole Cover Of Size 1X1 0.75 X 0.75 M In Rcc 1: 1.5:3 With Suitable Reinforcement And 5O X 5O X 6Mm Ms Angle Fixed Along Edges And As Directed By Department Officers. 44 Providing Gi Ventilating Arrangements Mosquito Proof Nylon Net With 50 Mm Gipipes And Cowl And As Directed By Deparment Officers 45 Supply & Delivery Of Following Pipes And Specials For Oht Connection 46 Supply Of Gi Pipes For Oht Connections 65 Mm Dia 47 Supply And Delivery Of G.M.Gate Valve 65Mm Size 48 Supply & Delivery Of 65 Mm G.I Tee 49 Supply & Delivery Of 65 Mm G.I Coupling 50 Supply & Delivery Of 65 Mm G.I Bend 51 Supply & Delivery Of 90Mm T.Coupler Pvc 52 Supply & Delivery Of 80Mm X 65Mm G.I.Reducer 53 Supply & Delivery Of 65Mm G.I.Flange Set 54 Labour Charges For Fixing Of G.I. Pipes & Specials For Oht Pipe Connections As Directed By The Deparment Officers, 55 Refilling Of The Foundationwith Execavated Soil In Layers Of Thick Including Ramming Watering Etc., Complete As Directed By The Department Officers 56 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 }

Key Value

Document Fees
Refer document
EMD
INR 17300.0 /-
Tender Value
INR 17.30 Lakhs /-
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