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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, esspits 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 kind of soil @70% |
| 3 | Ordinary rock @30% |
| 4 | 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) |
| 5 | Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. Incl. 20% Plum |
| 6 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement including cement slurry, but excl. the cost of nosing of steps etc. 50 mm thick with 20 mm nominal size stone aggregate. |
| 7 | 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) |
| 8 | 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.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand). |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 11 | Foundations, footings, bases of columns etc. for mass concrete |
| 12 | Suspended floors, roofs, landings, balconies and access platforms. |
| 13 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 15 | Supplying and stacking at site Graded crushed stone aggregate of size of 63mm to 45 mm |
| 16 | Supplying and stacking at site stone screening of size 13.2 mm nominal size (Type A) |
| 17 | Supplying and stacking of Crusher Dust |
| 18 | Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete (payment for stone aggregates, screenings, kankar, moorum, and red bajri etc. to be made seprately) base course with 63mm to 45mm size including stone screenings 13.2mm size. |
| 19 | CARRIAGE OF MATERIAL BY MT |
| 20 | Sand av lead of 25km |
| 21 | Stone agg below 40mm nominal size av lead 25km |
| 22 | Stone agg above 40mm nominal size av lead 25km |
| 23 | Stone av lead 5 km Please Enable Macros to View BoQ information |
