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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 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 cement concrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 4 | 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). |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone.Nallah |
| 6 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 9 | Foundations, footings, bases of columns etc. for mass concrete. |
| 10 | Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc. |
| 11 | Columns, pillars, piers, abutments, posts and struts. |
| 12 | Stone Filling in wire crates , including cost of wire crates and all carriages upto site of work complete. |
| 13 | Dumping stone including cost of stones. On Horizontal on level. |
| 14 | Fabrication and launching of bridge superstructure materials, including transoms, H.R. sheets, railings, road bearers, nuts and bolts, primer and paint, along with provision of new materials as required at site for completion of the superstructure of Steel Foot Bridge(Total Span of bridge 54 Mtr comprises of 3 Span i.e 17 Mtr ,12 Mtr & 25 Mtr) |
| 15 | Span First(From Left Side) |
| 16 | Span Second(FromMiddle) |
| 17 | Span Third (From Right Side) |
| 18 | Carriage of material by M.T incl loading/unloading & stacking complete |
| 19 | Sand/Stone agg. below 40 mm nominal size avg. lead 08 Km by MT and 500Mtr by H.L |
| 20 | Stone avg. lead 400 Mtr by H.L Please Enable Macros to View BoQ information |
