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| 1 | Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b) |
| 2 | Extra for laying earth as per specifications for compaction in 20 cm layers, dressing, |
| 3 | Extra for watering the earth /flyash laid in 20 cm layers as per specifications for compaction |
| 4 | Extra for rolling to specifications. |
| 5 | Earthwork for lip cutting for lining of irrigation channel inclusive of all allowances, lead and dressing as per PWD specification upto 1.5 mtr. |
| 6 | Earthwork for lip cutting for lining of irrigation channel inclusive of all allowances, lead and dressing as per PWD specification upto 1.5 mtr to 3 mtr . |
| 7 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 8 | Laying 1st class brick lining 7.5 cm thick laid in 1:3 CSM over 10mm thick cement Plaster 1:3 over 12.5 mm thick cement plaster 1:5 over dressed sub grade including supply carriage, loading and unloading of material from source to site of work complete in all respects as per PWD specification. |
| 9 | Laying brick on edge coping 229 mm wide and 115mm thick in 1:3 CSM |
| 10 | \\"Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30metres.\\" |
| 11 | Extra for earthwork for puddling work. |
| 12 | E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' more than 0.5 m but upto 0.9 m |
| 13 | E/W involved Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling With H more than 0.5 m. but upto 0.9 m |
| 14 | Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with 'H' more than 0.5m but upto 0.9 m |
| 15 | Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.5m but upto 0.9 m |
| 16 | PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type |
| 17 | First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. |
| 18 | RCC M-20 in superstructure |
| 19 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 20 | Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. |
| 21 | Polyethene films/ sheet of 100, 125, 150, 200, 250 micron (M-73) |
| 22 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 23 | \\"Providing APM cast iron block complete in all respects including supply of pig iron, castingand pattern making, as per ISI specifications no. 7986-1976.(20.15 iii) (Average B of outlets is taken 0.20)\\" Please Enable Macros to View BoQ information |