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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 | 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 20 mm nominal size) |
| 3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 4 | Restoration of rain cuts damage road surface patches by way of supplying & filling RBM in layers not exceeding 20cm in depth rolling each alyer with power load roller including carriage from source od site including unloading stacking laying watering dressing etc. Complete job (N.S.I) |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 6 | Stone filling in wire crate including cost of stones wire crate and all carriage upto site of work complete job. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 9 | 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. pipes900 mm dia. R.C.C. pipe |
| 10 | Carriage of material by M.T including loading and unloadingand stacking on site complete |
| 11 | Carriage of Sand, Stone below 40mm npminal size by an average distance of 11 km by MT |
| 12 | Carriage of Stone by an average distance of 07 km by MT |
| 13 | Carriage ofNon-pressure NP-3 class (Medium duty) R.C.C. pipes900 mm dia. R.C.C. pipe by an average distance of 90 km by MT |
