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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 m 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 =60% |
| 3 | Ordinary Rock =30% |
| 4 | Hard Rock (Blasting Prohibited)=10% |
| 5 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 6 | 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 7 | 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) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | 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.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 11 | Columns, pillars, piers, abutments, posts and struts. |
| 12 | Edges of slabs and breaks in floors and walls. Above 20 cm wide |
| 13 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah |
| 14 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. Including design duly vetted from Design Directorate of DIQC/IIT/NIT |
| 15 | Carriage of Sand from Source to site of work by Mechanical transport including loading /Unloading complete for an avg distance of 130 km by MT & 2km by H/L |
| 16 | Carriage of Stone aggregate below 40mm from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 20 km by MT & 2km by H/L |
| 17 | Carriage of Stone aggregate above 40mm from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 20 km by MT & 2km by H/L Please Enable Macros to View BoQ information |
