|
| 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 shefts, rvells,cesspits and the like not exceeding l0 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 11 including getting out excavated earth and disposal of surplus excavated earth asdireded, within a lead of 5O metres;All kinds of soil 50% Ordinary Rock 30% Hard Rock (Blasting prohibited ) 20% |
| 2 | Providing and laying in position cement concrete of specifieri grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:l: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. With l:2:4 (l cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 4 | Providing and Laying Reinforced cement Concrete of specifleti grade including curing but excluding the cost of cenhing and shuttering. With 1:1.5:3 (l cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Steel reinforcement for R,C.C. work including straightening, cuffing, bending, placing in position and binding all complete upto plinth level |
| 6 | Dumping stone including cost of stones. in Horizontal on level |
| 7 | Centering and shuttering including strutting, propping etc. and removal of lbrm work Foundations, footings, bases for columns |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 9 | Carraig of Materials by Mechanical transport including loading unloading and Stacking Complete Job. Carriage of Stone by an average distance of average lead 0.5 Km by H.L. |
| 10 | Carriage of Sand stone aggregate below 40 mm nominal size avg. lead of 20 krtby M.T. and 100 mtr By H.L. |
| 11 | Provision for Dewatering |
| 12 | Launching and Fabrication of 40M Span Foot Jhula Bridge ,Comproising of Stiffing Trusses Trasiom, Saddle Plate, Main Cable, Wind Gauge, Clamps, nuts Bolts, Welding, SW Rope Etc inciuding Transportation of structure memberS to the site oiwork oomplete in all respects with Synthetic Enamal Paint trro or More coats of approved Shade and Quality over Red Please Enable Macros to View BoQ information |
