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| 1 | Earthen embankment includingcratedapron andstonepitching. |
| 2 | 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 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 entire satisfactions ofthe Engineer-in-charge.(Spade Work). |
| 3 | 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 satisfactions of the 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). |
| 4 | Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.50mm(two and half) & minimum weight 275 grams/ squaremeters(two hundred seventy five)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 |
| 5 | 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. |
| 6 | 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. |
| 7 | 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 and as per directions of the Engineer-in-charge. |
| 8 | Pipe culverts. |
| 9 | 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 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 entire satisfactions ofthe Engineer-in-charge. |
| 10 | Providing & laying cement concrete work 1 : 4 : 8 (1 cement : 4 sand :8 graded stone aggregate 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinth including entire carriage of materials within all leads and lifts. |
| 11 | Providing & laying cement concrete work 1 : 3 : 6 (1 cement : 3 sand :6 graded stone aggregate 20mm nominal size)& curing complete excluding the cost of form work in foundation and plinth including entire carriage of materials within all leads and lifts. |
| 12 | Providing & laying cement concrete 1:2:4(1 cement:2 sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in walls (any thickness but not less than 0.10mtrs. Thickness) including attached pilasters buttresses etc. including carriage of materials within all leads and lifts asper instructions of the Engineer-in-charge. |
| 13 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30 x 30 x 5mmso as to give a fair finish including centring, shuttering, strutting & propping etc. wood battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasters, butteresses, plinth and string courses and the like i/c entire carriage of materials within all leads and lifts. |
| 14 | Providing, Laying (to level for slopes) and jointing reinforced concrete light duty non-pressure pipes is IS class NP2 of 900mm diametre internal dia meter with collars & butt ends prepared for collars joints in cement mortar 1:2 (1 cement :2 sand) including testing of joints complete i/c entire carriage of materials withinall leads and lifts. |
| 15 | Providing mild steel/tor steel reinforcement for RCC worki/c bending, binding and placing in position complete upto floor two level including carriage of materials within all leads and lifts asper instructions of the Engineer-in-charge. |
