Tender For Civil Works Of 132Kv Main Bus Section Isolator At 132 Kv Sub-Station Kosikalan , Mathura.

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Tender For Civil Works Of 132Kv Main Bus Section Isolator At 132 Kv Sub-Station Kosikalan , Mathura.- 1 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M (Dsr.2.8.1). 2 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :C C 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources). (Dsr. 4.1.8) 3 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Foundations, Footings, Bases For Columns: Cc (Dsr.4.3.1) 4 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) (Dsr. 5.1.2) 5 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More.(Dsr 5.22.6) 6 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In:(Cement Mortar 1:4 (1 Cement : 4 Coarse Sand)) (Dsr.6.1.1) 7 Supply Of 28 Mm. Dia M.S. Anchor Bolts (Conforming To Is 266) 900 Mm. Long With Base Plate (75X75X6Mm) Welded With Anchor Bolts Including Its Threading Upto A Length Of 10Cm. And Also Supply Of A Pair Of Galvanized Standard Nuts With Threading Including Supply Of 5 Mm Thick Washer And Cost Of Labour, Material & T&P For Proper Completion Of Work(Nsi No. 9.12) 8 Fixing And Grouting 28 Mm And Above Dia Bolts In Proper Alignment Level And Setout With Help Of A Template Complete Including Supply Of All Labour & T&P Etc. Required For Proper Completion Of The Work.(Labour Rates Only) . (Nsi No. 9.13) 9 Supply Of 25 Mm Dia.M.S. Anchor Bolts (Conforming To Is-226) 500 Mm Long With Base Plate(50X50X6 Mm)Welded With Anchor Bolts,Including Its Threading Upto A Length Of 10Cm. And Galvanizing Upto 15Cm From Top, Also Supply Of A Pair Of Galvanized Standard Nuts With Threading Including Supply Of 5Mm Thick Washer And Cost Of Labour Material And T&P Etc. Required For Proper Completion Of The Work. (Nsi No. 9.14) 10 Fixing And Grouting 25 Mm And Below Dia M.S. Anchor Bolt In Proper Alignment Level And Setout With The Help Of A Template Including Supply Of All Labour T&P Etc. Reqd. For Proper Completion Of The Work. (Labour Rates Only) . (Nsi No. 9.15) 11 Fixing Of Template In Position Level And Alignment For Grouting Of Anchor Bolt In Main Gantry (Labour Rate Only). (Nsi No. 9.31) 12 Fixing Of Template In Position Level And Alignment For Grouting Of Anchor Bolt In Auxiliary Structure (Labour Rate Only). (Nsi No. 9.32) 13 Champering The Edge Of Concrete In Auxiliary Structure, Of Size 25 Mm Wide In Triangular Section Including All Materials, Labour & T&P Etc Complete. (Nsi No. 11.18) 14 12 Mm Cement Plaster Of Mix :1:4 (1 Cement: 4 Coarse Sand)(Dsr.13.4.1) 15 Boring With Hydraulic Piling Rigs With Power Units, Providing And Installing Cast In Situ Single Under Reamed Piles Of Specified Diameter And Length Below Pile Cap In M-25 Cement Concrete, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And The Length Of The Pile To Be Embedded In Pile Cap Etc. All Complete. (Length Of Pile For Payment Shall Be Measured Upto To The Bottom Of Pile Cap) :) For 400 Mm Dia Piles.(Dsr. 20.3.2)