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| 1 | Slip clearance |
| 2 | In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 3 | In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 4 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 5 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres |
| 6 | All kind of soil |
| 7 | Ordinary rock |
| 8 | Dry random rubble masonry with hard stone in foundation and plinth With bond stone (Nallah) |
| 9 | Dumping stone including cost of stones. in Horizontal on level |
| 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 11 | Hand packed stone filling in wire crates incl. cost of stone & wire crates size 6.00 m X1.20X1.20 (Recovery rate of wire crates @ the prevailing stock rates +taxes if supplied by the department) |
| 12 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 13 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe |
| 14 | Providing & Filling of RBM (River Bed Material) on road surface, including watering and compacting with power road roller under optimum moisture conditions to give at least dry density incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete |
| 15 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 16 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil |
| 17 | Carriage of manure or sludge |
| 18 | supply of labour |
| 19 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 min width as well as10 sqm on plan including disposal of excavated earth,leadupto50meterand lift upto 1.5m, |
| 20 | carriage of stone at an avg. lead 10 km |
