| 1 | 1 | Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge. | | 71.17 | Cum |
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| 2 | 2 | Providing and laying cement concrete 1: 4: 8 (1: cement : 4 sand :8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the .Engineer-in-Charge. | | 4.97 | Cum |
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| 3 | 3 | Providing and laying cement concrete 1: 6: 12 ( 1: cement :6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the .Engineer-in-Charge. | | 20.41 | Cum |
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| 4 | 4 | Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6 ( 1 cement: 6 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge. | | 31.78 | Cum |
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| 5 | 5 | Ist class brick work using common burnt clay building bricks in superstructure in cement mortor 1:6 (1 cement :6 sand) in all lead and lifts as per the direction of the Engineer-in-Charge. | | 38.03 | Cum |
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| 6 | 6 | Providing and laying cement concrete of M-20 grade (With Cement, sand & graded stone aggregate of 20 mm nominal size ) with minimum & Maximum cement contents of 300 Kg /M3 and 400 Kg/ M3 respectively and maximum water cement ratio 0.50 as per IS: 456-2000 and curing complete excluding the cost of form work and reinforcement within all leads and lifts as per the direction of the Engineer-in-Charge. work in suspended floors, roofs, landing and shelves & their supports, balconies, beams, girders, | | | |
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| 7 | 6.1 | Foundation , footing etc. | | 26.82 | Cum |
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| 8 | 6.2 | Coulmn piller etc. | | 50.08 | Cum |
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| 9 | 6.3 | Suspended floor, roofing etc. | | 48.51 | Cum |
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| 10 | 7 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, struting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ-reinforced concrete and plain Concrete work in :- | | | |
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| 11 | 7.1 | Foundation & Footing etc. | | 73.5 | Sqm |
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| 12 | 7.2 | Beams,cantilever,girders and lintels.Sides and soffits of beams,beam haunchings, cantilevrs, bressumers and lintles not exceeding 1.00 mtr.in depth in all heights from floor. | | 204.09 | Sqm |
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| 13 | 7.3 | Columns pillers, posts and struts upto floor to level | | 204.22 | Sqm |
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| 14 | 7.4 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge. | | 210.93 | Sqm |
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| 15 | 8 | Ist class half brick work using common burnt clay building bricks in foundation & plinth in cement mortor 1:4 ( 1: cement :4 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge. | | 148.94 | Sqmt. |
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| 16 | 9 | Providing mild/tor steel reinforcement of RCC work i/c bending ,binding and placing in position in complete up to floor two level in all leads and lifts and as per the direction of the Engineer-in-Charge. | | 6270 | P/kg |
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