|
| 1 | Slip Clearance |
| 2 | In ordinary soils disposal |
| 3 | In soils; mixed with moorum/Kankar/ shingle/ boulders; disposal |
| 4 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 5 | In medium hard rocks ; by blasting |
| 6 | In hard rocks; by blasting |
| 7 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 bottomsincluding getting out excavated earth and disposal of surplus excavated earth as directed, with in a lead of 50 metres. |
| 8 | All kinds of soil |
| 9 | Ordinary Rock |
| 10 | Hard Rock (Requiring Blasting ) |
| 11 | Hard Rock (Blasting prohibited ) |
| 12 | 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 xceeding 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: |
| 13 | All kinds of soil |
| 14 | Ordinary Rock |
| 15 | Hard Rock (Requiring Blasting ) |
| 16 | Hard Rock (Blasting prohibited ) |
| 17 | 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.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. |
| 18 | All kinds of soil : |
| 19 | Ordinary Rock |
| 20 | Hard Rock (Blasting Prohibited) |
| 21 | Hard Rock (Requiring Blasting ) |
| 22 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone (Nallah) |
| 23 | Dumping of stones including cost of stones in horizontal on level. |
| 24 | Hand packed stone filling in horizontal on level 50% stone and 50% available earth. |
| 25 | Dumping of stone excluding cost of stones in Horizontal on level |
| 26 | 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 etccompleteNon-pressure NP-3 class (Medium duty) R.C.C. pipes |
| 27 | 450 mm dia. R.C.C. pipe |
| 28 | 600 mm dia. R.C.C. pipe |
| 29 | 900 mm dia. R.C.C. pipe |
| 30 | Hand packed stone filling in horizontal on level using 50% available stone and 50% available earth. |
| 31 | 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. |
| 32 | Labour to be engaged (if necessity arises) |
| 33 | Skilled |
| 34 | Un-skilled |
| 35 | 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. |
| 36 | Clearing snow (with frost) from Roads, manually using picks and shovels; snow depth upto 150 mm |
| 37 | Clearing Snow (without frost) from Roads, manually; |
| 38 | Snow depth upto 150 mm |
| 39 | Snow depth over 150 mm but upto 250mm |
| 40 | Snow depth over 250 mm but upto 350mm |
| 41 | Snow depth over 350 mm but upto 450mm |
| 42 | Snow depth over 450 mm but upto 550mm |
| 43 | Snow depth over 550 mm but upto 650mm |
| 44 | Snow depth over 650 mm but upto 750mm |
| 45 | Snow depth over 750 mm but upto 850mm |
| 46 | Snow depth over 850 mm but upto 950mm |
| 47 | Snow depth over 950 mm but upto 1050mm |
| 48 | Snow depth over 1050 mm but upto 1150mm |
| 49 | Snow depth over 1150 mm but upto 1250mm |
| 50 | Carriage of Matierial By Mechanical Transport including loading, unloading and stacking |
| 51 | Carriage of Mulba (Earth) avg. lead of 01 km. |
| 52 | Carriage of Stone avg. lead of 05 km. |
