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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 sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil : |
| 2 | Providing and laying in position cementconcrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to plinth level with :1:5:10( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ) |
| 3 | Providing and laying in position cementconcrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with :1:3:6 with( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size).With 20% stone |
| 4 | Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns , piers ,abutments,pillars, posts, struts, butteresses , string or lacing courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,fillets etc upto floor five level , including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 with( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size)using 20% stones. |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and medium tensile steel bars |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 8 | Foundations, footings, bases of columns etc. for mass concrete. |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 10 | Suspended floors, roofs, landings, balconies and access platforms. |
| 11 | Edges of slabs and braks in floors and walls.Above 20cm wide |
| 12 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding20 cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 13 | Dumping stone including cost of stones. On Horizontal on level. |
| 14 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete.Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipe |
| 15 | Carriage of material by M.T inclloading/unloading& stacking complete |
| 16 | Sand/Stone agg below 40 mm nominal size avg. lead 14 km by MT |
| 17 | Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipeavg. lead 90 km by MT |
| 18 | Stone avg lead 06 km by MT |
