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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 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 |
| 5 | All Kinds of Soil |
| 6 | Ordinary Rock |
| 7 | Laying and fitting of HDPE pipes (all classes) complete excluding cost of pipes, and Earth work. 63 mm hdpe |
| 8 | Making Connections of G.I branch with G.I main including providing & Fixing Tees etc Complete. |
| 9 | Above 40 mm |
| 10 | Below 40 mm |
| 11 | Providing and laying of dry stone soling tightly hand packed |
| 12 | 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) |
| 13 | 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) |
| 14 | 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) |
| 15 | 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 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 17 | Foundations, footings, bases of columns etc. for mass concrete. |
| 18 | Walls(any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 19 | Suspended floors |
| 20 | edges of slabs |
| 21 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 22 | 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 |
| 23 | Carriage of material from source to dumping site at road by mechnical transport. |
| 24 | Cement and Steel Avg.65 km |
| 25 | Pipes from Divisional Store Bijbehara to dumping site on road by M T for average lead of 65KM |
| 26 | Extra Carriage of material from dumping site upto actual site of work |
| 27 | Pipes for an avg. lead of 15000Mtr |
| 28 | Cement for average lead of 15000mtr |
| 29 | Steel for average lead of 15000mtr |
| 30 | Sand 40mm/ 20mm Agg. for average lead of 1500mtr |
| 31 | Shuttering ,vibrator etc for average lead of 15000mtr |
| 32 | Stone Soling Avg. 500 mtrs Please Enable Macros to View BoQ information |
