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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30cm measured at height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared |
| 2 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 4 | Earth work in excavation by manual means 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: 50 meter beyond 1m from cutting edge:All kinds of Soil |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 7 | Centring and shuttering incl. strutting, propping etc. and removal of form for : Foundations, footings, bases of columns |
| 8 | Dismantling Dry stone pitching in aprons drains etc. including stacking of serviceable material & disposal of unserviceable material, stacking /disposal lead upto 100 metres. |
| 9 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah) |
| 10 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 11 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah. Excluding cost of stone. |
| 12 | Pointing on stone work with cement mortar 1 3 (1 cement : 3 fine sand) Flush/Ruled Pointing |
| 13 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. |
| 14 | Carriage of Materials from source to site of work by M.T Sand av 30 KM by Mechincal Transport. |
| 15 | Carriage of Materials from source to site of work by M.T. Bajri upto 40mm av 30 KM by Mechincal Transport. |
| 16 | Carriage of Materials from source to site of work by M.T. Bajri above 40mm av 30 KM by Mechincal Transport. |
| 17 | Carriage of Materials from source to site of work by M.T. Cement and Steel av 30 KM by Mechincal Transport. |
| 18 | Carriage of Materials from source to site of work by Head Load Sand av 500 meters by Head Load. |
| 19 | Carriage of Materials from source to site of work by M.T. Bajri upto 40mmav 500 meters by Head Load. |
| 20 | Carriage of Materials from source to site of work by M.T. Bajri above 40mmav 500 meters by Head Load. |
| 21 | Carriage of Materials from source to site of work by M.T. Cement av 500 meters by Head Load. |
| 22 | Carriage of Materials from source to site of work by M.T. Stoneav 200 meters by Head Load. |
