Providing Flood Protection Work ,Anti Erosion Measure On Left Bank Of Maankhad At Tipper In Distt. Hamirpur (Sh Construction Of Earthen Embankment Included Crated Apron , Stone Pitching 965 Rmt) , Excavation In Earth Work Upto All Depths In All Classifica, barsar-Himachal Pradesh

Providing Flood Protection Work ,Anti Erosion Measure On Left Bank Of Maankhad At Tipper In Distt. Hamirpur (Sh Construction Of Earthen Embankment Included Crated Apron , Stone Pitching 965 Rmt) , Excavation In Earth Work Upto All Depths In All Classifications Of Soil Such As Spade Work, Jumper Work, I/C Pick Work Saturated Soil Including Bailing Or Pumping Out Water, Blasting, Soft/Hard Rock Or Chiselling Soft/Hard Rocks Where Blasting Is Prohibitted In All Lifts I/C Triming And Dressing Of Sides, Levelling Of Beds To Correct Grade I/C Shorting,Strutting, Plankings, Timbering Anddewatering Wherever Required, Stacking The Serviceable/ Unserviceable Material/Soil Separately And Then Disposing Of All Excavated Earth Upto All Leads And Lifts, Disposed Earth To Be Levelled And Neatly Dressed As Per The Direction And To The Entire Satisfactions Ofthe Engineer-In-Charge. , Excavation In Earth Work In All Kinds Of Soil & Banking In 20 Cm Layersi/C Breaking Clods, Ramming/Rolling & Dressing Ground For The Purpose Of Making Embankments Or Filling Up Ground Depressions Up To All Leads Lifts For Pervious Shells As Per The Direction And To The Entire Satisfactions Ofthe Engineer-In-Charge..(The Earth Work Should Be Of Approved Parameter From Borrow Area For Filling In Embankment And Laid As Per Specifications). (Local Earth). , Providing And Laying Geotextile Filter Behind Stone Pitching And Crated Apron Having Thickness Of Not Less Than 2.00Mm(Two ) & Minimum Weight 250 Grams/ Squaremeters(Two Hundred Fifty)In Minimum Width 4 Mtr. I/C Lap Folding And Jointing Etc. Not Less Than 4.00 Mtr. In Width Complete I/C Carriage Of Materials Within All Leads & Lifts As Per The Direction And To The Entire Satisfactions Ofthe Engineer-In-Charge. , Wire Crates Made Of G.I Wire Filled With Boulders With Square Cut Faces Against The Wire(Boulders Filling To Be Measured & Paid For Separately) With G.I Wire 5.00 Mm Thick Corresponding To (Swg-6) Of 15X15cm Mesh In Apron And Sloping Pitching Including Carriage Of Materials Within All Leads And Lifts. , Providing & Laying 15 Cm Thick Sand Layer On Topof Geofabric Filter To Protect It , Including Carriage Of Materials Within All Leads & Lifts As Per The Direction And To The Entire Satisfactions Ofthe Engineer-In-Charge. , Providing & Laying Stone Filling In Apron Of Guide Banks Embankement In Wire Crates Made Of G.I Wire Filled With Boulders With Squate Cut Faces Against The Wire(Wire Crates To Be Measured And Paid For Separately) I/C Carriage Of Materials Within All Leads And Lifts As Per The Direction And To The Entire Satisfactions Ofthe Engineer-In-Charge. , Providing & Laying Stone Pitching On Side Slopes Of Guide Bank & Toe Wall Protection Work With Boulders With Square Cut Faces Against The Wire(Wire Crates To Be Measured And Paid For Separately). Including Entirecarriage Of Material Within All Leads & Lifts As Per The Direction And To The Entire Satisfactions Ofthe Engineer-In-Charge.

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	15-07-2022	Exemption of earnest money shall not be allowed	Fee	21-07-2022

INR 2500 /-

INR 372246.0 /-

INR 3.39 Crore /-