|
| 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: |
| 2 | All Kinds of Soil |
| 3 | Ordinary Rock |
| 4 | 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: |
| 5 | All Kinds of Soil |
| 6 | Ordinary Rock |
| 7 | Providing and laying of dry stone soling tightly hand packed incl. all carriage |
| 8 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 9 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 10 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | 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. 1:1.5:3 |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 13 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 14 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 16 | Foundations, footings, bases of columns etc. for mass concrete. |
| 17 | Walls(any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 18 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 19 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm |
| 20 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 21 | Carriage of material from source to dumping site at road by mechnical transport. |
| 22 | Cement and Steel Avg.30 km |
| 23 | Sand/ 20 mm Agg. for average lead of 50km |
| 24 | 40 mm Agg. for average lead of 50km |
| 25 | Extra Carriage of material from dumping site upto actual site of work |
| 26 | Cement for average lead of 350mtr |
| 27 | Steel for average lead of 350 |
| 28 | Sand/ 20 mm Agg. for average lead of 350mtr |
| 29 | 40mm Agg. For Avg. Lead 350 mtrs Please Enable Macros to View BoQ information |