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| 1 | Earth work in excavation by mechanical means/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil. |
| 2 | Earth work in excavation by mechanical means/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level with mix 1:4:8. |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, 1:1.5:3 as in base of column & up to plinth height, excluding the cost of centering, shuttering, finishing and reinforcement, All work up to plinth level. |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement with mix of 1:1.5:3. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 8 | 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. |
| 9 | Providing and laying in position cement concrete 1:3:6 for weep holes. |
| 10 | Providing and laying in position hand packing at back of wall with broken stone agg 63 mm nominal size. |
| 11 | Providing and laying in position uPVC pipes (working pressure 4 kg / cm 2 ) Single socketed pipe 110 mm dia |
| 12 | Supplying and stacking at site as in foundation base filling and 100 mm size stone aggregate of specified |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level with mix 1:3:6. |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and with lift. |
| 15 | Supplying and stacking at site as in foundation base filling and 63 mm to 45 mm size stone aggregate of specified |
| 16 | Providing and laying in position cement concrete of specified grade excluding the coxt of centering and shuttering- All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (Zone-III) derived from natural sourcess : 4 graded stone aggregate 40 mm nominal size derived from natural sourcess) |
