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Tender for Excavation In Foundation In Ordinary Soil, Loame ,Clay Or Sand Including Lift Upto 1.5M & Lead Upto 30M Including Filling Watering & Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building & The Sides Of Foundation Trenches Or , Supply & Fixing Of 22.4-53 Mm Gauge Stone Ballast For Apron And Foundation Of Cause Way. , Concrete With 4Cm. Gauge Stone Ballast, Coarse Sand Of 2.25 Fineness Modulous And Cement In Proportion Of 6:3:1 Including Supply Of All Material Labour And T&P Etc. Required For Proper Completion Of The Work. Si No. 280 , Providing, Laying, Reinforced Cement Concrete In Super Structure As Per Drawing And Technical Specification Clause 800,1205.4 And 1205.5) , M.S Or Iron In Plain Work Such As Reinforced Cement Concrete Or Reinforced Brick Work (When Not Included In An Over All Rates Wrought To Required Shape As Necessary Including Bending For Proper Completion Of The Work And Inckludind Supply Of All Steel And Wastage And Over La , First Class Brick Work In 1:3 Cement And Coarse Sand Of 2.25F.M. Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work. Si No. 307 , Cement Concrete With 20 Mm. Gauge Approved Stone Grit ; Approved Coarse Sand And Cement In The Proportion Of 3:1.5:1 Inculding Supply Of All Material, Labour And T & P Etc. Required For Proper Completion The Work. As Per S.I. No. 279(Ii) , Supply & Fixing Of 25-60 Kg Boulder At Site For U/S And D/S After Apron Portion Complete , Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300.1 And 300.2 With A Lead Upto 1000 M As Per Tech , Finishing Walls With Two Caot Of Water Proof Cement Painting Of Approved Quality Of Previously Old Treated Surface With This Paint To Give An Even Shade Including All Complete Work Si.No.660+661 , Hire Charges Of 5 Hp Diesal Pump Including Fuel For Dewatering At Site , Making Expansion Joints With Bituminous Board (12Mm Thick) For Causeway And cement concrete Pavement / Wearing Coat. , Supply And Fixing Of 75Mm Dia P.V.C Pipe For Weep Holes Si No 730 C , Brick Soling With Straight Overburnt Bricks Laid Boe And Dry Including Prepration Of Subgrade To Prescribed Cambre And Including Supply Of Bricks ,Filling Joints,With Local Earth Spreading A Blinding Coat Of 1Cm Depth Of Local Earth P.I. 5 To 7 Or Sand,Ov , Construction Of Un Reinforced Dowel Jointed At Expension And Construction Joint Only,Plain Cement Concrete Pavement Thickness As Per Design Over Aprepared Sub Base With 43 Grade Cement M 30 Grade Coarse And Fine Agg Conforming To Is 383 Max Size Of Coarse Agg Not Exceeding 25 Mm Mixed In A Concretemixer Of Not Less Then 0.2 Cum Capacity And Appropriate Way Batcher Using Approved Mix Design , Laid In Approved Fixed Side Foam Work (Steel Channel), Laying And Fixing Of 125 Micron Thick Polythene , Wages, Steel Plate Including Levelling Foam Work As Per Drawing , Spreading Concrete With Showels , Rakes, Compacted Using Needle , Plate Vibrator And Finished In Continious Operation Including Provision Of construction And Expension , Construction Joints , Primer Sealent , Dowel Bars For 14 Days Curing Compound And Water Finishing To Lines And Grade As Per Drawing And Tech Specification Clause1501. , Suply& Fixing Of M.S. Sign Board Wade Up Of 40*40*6Mm Angle Iron (Vertical Post Length 2.75Mtr),40*5Mm Flat Cross Angle 1Mm Thick Ms Sheet (1.20*0.90 Sqm)Including Exavation Of Pit (0.45*0.45*0.45 Cum),Cc1:5:10 Cement Fine Sand And Brick Balast 10Cm Thick
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