Tender For Supply Of Item No. 01) Fixing 25 Mm Dia, Steel Anchor Bar On Upstream Sloping Colgrout Masonry For A Depth Of 2.25 M Including Cost Of Drilling, Grouting, Anchor Bar, Flushing The Holes, Conveying All Machinery Equipment And Necessary Watering , Pune-Maharashtra

Tender For Supply Of Item No. 01) Fixing 25 Mm Dia, Steel Anchor Bar On Upstream Sloping Colgrout Masonry For A Depth Of 2.25 M Including Cost Of Drilling, Grouting, Anchor Bar, Flushing The Holes, Conveying All Machinery Equipment And Necessary Watering Etc, Complete. Item No. 02) Providing And Laying In Situ Self Compacting Cement Concrete Of Grade M-20 (20 Msa) With Temperature Reinforcement, Admixtures, Superplasticizers And Curing Compound Etc. Including Compacting, Curing And Royalty Of Material With All Leads And Lifts Including Steel Sleep Form Shuttering Etc. Complete. Item No. 03) Drilling Of 38 To 51 Mm Dia Holes With Heavy Duty Electric Diamond/Percussion Drilling Machines Mounted On Hanging Platforms On Upstream Sloping Face Of Dam For Maximum Depth Upto 3 M C/C With All Necessary Arrangements Etc. Complete. Item No. 04) Cleaning The Downstream Masonry Sloping Surface Of Nonoverflow Section, Cutting Weeds, Bushes, Applying Antiweed And Removing Loose Material, Racking The Joints With Wire Brush, Breaker Machine Etc And Cleaning To Apply Cement Pointing Including Scaffolding With All Leads And Lifts, Etc. Complete. Item No. 05) Drilling 35 Mm Dia Holes For Grouting In Rock Upto A Depth Of 44 M & Above Including Flushing The Holes Conveying All Machinery Equipment And Necessary Watering, Including Water Intake Test Etc, (Curtain Grouting] 1) Up To 24M 2) 24 To 34M 3) 34 To 44M 4) Above 44 M Item No. 06) Providing Erecting Laying, Steel Staging & Centering For Max. Ht. Of 80M With All Necessary Arrangement Etc, Complete. Item No. 07) Providing And Fixing 10 Mm Thick And 48.5 Cm Wide Saddle Shaped Pvc Water Stopper With Drilling Fixing Studs To The Rubber Sheet On The Joint Surface With Stainless Steel Plate 4 Mm Thick And 12.5 Cm. Wide Including Silica Sand Between Rubber Pad & Wall Portion A Per Detailed Drawing Including All Labour, Material, Plant And Equipment Etc. Complete For Above Water Portion A Direced By Erigineer In-Charge.. Item No. 08) Providing And Injecting Master Rock Mp 355 Or Its Equivalent Through Nozzles Fixed In The Up Stream Face Of Joint Including All Machinary, Labour, Material, Plant And Equipment Etc. Complete For Above Water Portion As Direced By Engineer-In-Charge. Item No. 09) Drilling 150 Mm Dia Holes In Existing Masonry To Act As Vertical Poros Drain From Dam Top To Foundation Gallery Of Varying Heights As Specified Including All Necessary Material Such As Oil Grease, Steel Boolsam And Such Other Material As Required (Including Conveying The Material) And Preserving Core Sample Serially On Site Of Work And Conveying The Same To Hq Of Concerning Office As Directed, A) For Depth 0 To 5 M (Dam Top To F. G.) B) For Depth 5 M To 10 M (Dam Top To F.G.) C) For Depth 10 M To 15 M (Dam Top To F. G.) D) For Depth 15M And Above (Dam Top To F. G.) Item No. 10) Providing And Fixing Water Stop Arrangement/Construction Joint At Monolith Joint Including Cutting Slot Of 50 Mm Wide, And 150 Mm In Depth, Pasting 12 Mm Thick And 300 Mm Wide Epdm Sheet With Application Of Bond Coat Kelox R-101 & Kelox H-404 On Dam U/S Surface, Fixing With 3 Mm Thick And 300 Mm Wide Alluminium Sheet By Nut And Bolt @0.75 M C/C And Filling Slot With Polyurathane Material As Directed By Engineer Incharge, With All Labour, Material, Leads And Lifts, Etc Complete..

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