| 1 | 1 | 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 of 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 and dewatering 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 entire satisfactions of the Engineer-in-charge. | | 11386 | per Cum. |
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| 2 | 2 | Excavation in earth work upto all depths in all classifications of soil such as pick work, jumper work, i/c pick work saturated soil including bailing of 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 and dewatering 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 and complete in respect as per entire driection & satisfactions of the Engineer-in-charge. | | 8115.2 | per Cum. |
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| 3 | 3 | Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for impervious core as per satisfactions of the Engineer-in-charge.(The earth work should be of approved parameter from borrow area for filling in embankment and laid. complete in all respect as per entire driection & satisfactions of the Engineer-in-charge).(Good earth). | | 32912.5 | per Cum. |
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| 4 | 4 | Excavation in earth work in all kinds of soil & banking in 20 cm layers i/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 satisfactions of the Engineer-in-charge.(The earth work should be of approved parameter from borrow area for filling in embankment and laid complete in all respect as per entire driection & satisfactions of the Engineer-in-charge). (Local earth). | | 33675 | per Cum. |
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| 5 | 5 | Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.00mm(two) conforming to IS-13162 (Part-3)-1992 & minimum weight 250 grams/ square meters(two hundred Fifty) (conforming to ASTM D-5261-1992) 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. complete in all respect as per entire driection & satisfactions of the Engineer-in-charge. | | 26699.2 | Per Sqmt. |
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| 6 | 6 | 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.complete in all respect as per entire driection & satisfactions of the Engineer-in-charge. | | 349430 | Per Sqmt. |
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| 7 | 6.01 | Providing & Laying 15 cm thick sand layer on top & bottom of geofabric filter to protect it , including carriage of materials within all leads & lifts , complete in all respect as per entire driection & satisfactions of the Engineer-in-charge. | | 7420.58 | per Cum. |
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| 8 | 6.02 | Providing & laying stone filling in apron of guide banks embankement in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) i/c carriage of materials within all leads and lifts , complete in all respect as per entire driection & satisfactions of the Engineer-in-charge. | | 37478 | per Cum. |
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| 9 | 6.03 | Providing & laying stone pitching on side slopes of guide bank & protection work with boulders with square cut faces against the wire(wire crates to be measured and paid for separately).including entire carriage of material within all leads & lifts and complete in all respect as per entire driection & satisfactions of the Engineer-in-charge. | | 21962.6 | per Cum. |
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