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| 1 | Slips Clearence . |
| 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 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(Not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge ,disposed earth is to be leveled and neatly dressed in (All kind of soil) |
| 5 | 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: All kinds of soil |
| 6 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)@20% boulder |
| 8 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah) |
| 9 | Stone filling hand packed in horizontal on level including cost of stones. |
| 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 | Labourers engaged for opening of chocked HP culverts /RCC culverts and clearing of bushes. |
| 12 | 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 |
| 13 | 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 14 | 900 mm dia. R.C.C. pipe |
| 15 | 600 mm dia. R.C.C. pipe |
| 16 | 450 mm dia. R.C.C. pipe |
| 17 | Hand-packing stones in wire-crates including the cost of stones & including the cost of crates,( all Complete Job) NSI |
| 18 | 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. |
| 19 | 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 |
| 20 | Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages) |
| 21 | Supplying and stacking of graded stone aggregate at site of size range 53mm to 22.4mm .(excluding carriages) |
| 22 | Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20mm and 11.20mm nominal size) |
| 23 | Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete. |
| 24 | Base course with 63mm to 45mm size, |
| 25 | Base course with 53mm to 22.4mm size, |
| 26 | Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete Foundations, footings, bases of columns |
| 27 | Retaning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc |
| 28 | 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. |
| 29 | Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete. |
| 30 | Sand for an average distance of 150 kms by M.T |
| 31 | Stone aggregate below 40 mm nominal size for an average distance 35 kms by M.T |
| 32 | Stone for an average distance 10 km by M.T |
| 33 | Stone aggregate 63mm to 45mm size for an average distance of 35 kms by M.T |
| 34 | Stone aggregate 53mm to 22.5mm size for an average distance of 35 kms by M.T |
| 35 | Stone Screening 13.20mm&11.20 nominal size for an average distance of 35 Km by M.T |
| 36 | Disposal of Mulba for an an average distance of 1 Km by M.T |
| 37 | Good earth for an average distance of 1 Km by M.T Please Enable Macros to View BoQ information |
