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| 1 | 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: All kinds of soil : |
| 2 | 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: |
| 3 | Hand packed stone in wire crate including the cost of stone and wire crate complete job. |
| 4 | Slip Clearence In soils; mixed with moorum/ (Kankar/ shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m |
| 5 | 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. |
| 6 | Providing & LayingRBM Including Spreading,& Compacting including Carriage complete at site as directed by Engineer in Charge |
| 7 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters |
| 8 | Labour to be Engaged (if necessity arises) Un-Skilled |
| 9 | 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 |
| 10 | Providing and laying non-pressure of specified class R.C.C. pipes including collarsispigot jointed with stiff mixture of cement mortar in the proportion of 1 :2 (1 cement:2 fine sand) including testing ofjoints etc. complete. Non-pressure NP-4 class R.C.C. pipes 900 mm dia. R.C.C. pipe |
| 11 | Providing and laying non-pressure of specified class R.C.C. pipes including collarsispigot jointed with stiff mixture of cement mortar in the proportion of 1 :2 (1 cement:2 fine sand) including testing ofjoints etc. complete. Non-pressure NP-4 class R.C.C. pipes 600 mm dia. R.C.C. pipe |
| 12 | Shifting of Mulba /excessive earth within average lead 1 Km bY M.T. |
| 13 | Carriage of material by M.T including loading and unloading and stacking on site complete |
| 14 | Carriage of Non-pressure NP-4 class R.C.C. pipes 900 mm dia. R.C.C. pipe by an average distance of 90 km by MT |
| 15 | Carriage of Non-pressure NP-4 class R.C.C. pipes 600 mm dia. R.C.C. pipe by an average distance of 90 km by MT Please Enable Macros to View BoQ information |
