Hiring Of Hemm For Excavating Ob ( Soft Soil And Hard Strata ) , Including Drilling In All Kind Of Strata , Loading , Transportation , Unloading , Dumping , Dozing , Maintenance Of Haul Road And All Other Activities As Detailed In The Nit , At Amadand Ocp , Jk Area Hiring Of Hemm For Excavating Ob ( Soft Soil And Hard Strata ) , Including Drilling In All Kind Of Strata , Loading , Transportation , Unloading , Dumping , Dozing , Maintenance Of Haul Road And All Other Activities As Detailed In The Nit , At Amadand Ocp , Jk Area , Hiring Of Hemm & Allied Equipments For Excavating Overburden ( Including Drilling In All Kinds Of Strata/Ob ) , Loading Into Tippers , Transportation & Unloading The Excavated Materials & Silt , Dumping , Dozing , Scrapping/Removal Of Bands , Preparation/Maintenance Of Haul Roads , Water Sprinkling And Spreading Of Excavated Material At The Site Shown & Leveling Of All Dumps As Per The Directive Of Management/Engineer-In-Charge At Amadand Ocp For A Quantity Of Sub Work ( A ) 64 , 04 , 278 . 00 Cu . M ( Soft/Loose Soil ) And Sub Work ( B ) 1 , 09 , 15 , 611 . 00Cu . M ( Hard Soil ) And Total Quantity Of Over Burden 1 , 73 , 19 , 889 . 00 Cum For A Period Of 720 Days With Minimum Composite Quantity 24 , 056 Cu . M Per Day ( Soft Soil & Hard Strata ) At Amadand Ocp Of Jamuna Kotma Area . Lead Soft/Loose Soil ( Not Requiring Drilling ) Min 1 . 90Km And Max Is 3 . 906 Km & Hard Strata ( Requiring Drilling ) Min 0 . 050 Km And Max Is 3 . 711 Km . The Min Lift Is 0 . 00 Meter And Max Lift Is 104 . 404 Meter . , ( A ) Top Soil ( Not Requiring Drilling ) Total Quantity 64 , 04 , 278 . 00 Cu . M , ( A ) ( I ) Lead Slab 1-2 Km , Total Qty . 3 , 19 , 256 . 000 Cum , Route1- Dump No ( B ) , ( A ) ( Ii ) Lead Slab 2-3 Km , Total Qty . 31 , 92 , 561 . 000 Cum , Route1- Dump No ( B ) , ( A ) ( Iii ) Lead Slab 3-4 Km , Total Qty . 28 , 92 , 461 . 000 Cum , Route-1 Dump No ( B ) , ( B ) Hard Strata ( Requiring Drilling ) ( Requiring Drilling In All Kind Of Strata / Ob Above Seam 1St Top & Seam 1Stbottom ( Excl . Soft Soil ) And Inter Burden Parting Between Seam 1St Top & Seam 1Stbottom . Total Quantity 1 , 09 , 15 , 611 . 000 Cu . M , ( B ) ( I ) Lead Slab 0-1 Km , Total Qty . 88 , 225 . 000 Cum , Route 1- Dump No ( A ) , ( B ) ( Ii ) Lead Slab 1-2 Km , Total Qty . 21 , 24 , 597 . 000 Cum Route 1- Dump No ( A ) Qty . 92 , 869 . 000 Cum , Route 2- Dump No ( C ) Qty . 20 , 31 , 728 . 000 Cum , , ( B ) ( Iii ) Lead Slab 2-3 Km , Total Qty . 50 , 91 , 393 . 000 Cum , Route 1- Dump No ( A ) Qty . 12 , 073 . 000 Cum , Route 2- Dump No ( C ) Qty . 50 , 79 , 320 . 000 Cum , , ( B ) ( Iv ) Lead Slab 3-4 Km , Total Qty . 36 , 11 , 396 . 000 Cum , Route 2- Dump No ( C ) , Total Impact Of Gst For The Purpose Of Ctc
