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| 1 | Removal of slips in all kind of soil such as unsaturated soil/saturated soil ,boulders and where rocky portion required blasting. Disposing of unserviceable material,stacking serviceable materialand neatly dressing the surface including all leads and lift and to the entire satisfaction of Engineer in charge |
| 2 | Demolition above G.L. upto 1.50 metres depth and disposal of unserviceable material with in 20 mtere lead, un-reinforced cement concrete more than 15 cm thickness with in all leads and lifts as per the direction of Engineer-in-Charge. |
| 3 | Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: |
| 4 | Foundations, footings, basis of columns & the like and mass concrete. |
| 5 | Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. |
| 6 | Providing & Laying C C 1:2:4 (1 cement 2 sand 4 graded stone aggregate 20 mm nominal size) and curing complete including cost of form work in RCC work (Cement concrete drain in CC 1:2:4 under the precast slab, size of drain. 10 x 0.125 x 80 mt.) |
| 7 | Providing laying and placing RCC precast slab size 300 mm x 400 mm x 50 mm in cement concrete 1:2:4 (1 cement 2 sand 4 graded stone aggregate 20 mm nominal size and curring complete including cost of steel and form work with in all leads & lifts and as per the entire satisfaction & direction of the Engineer in-charge |
| 8 | Providing Placing &Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two levelincluding all leads and lifts.: a) Tor steel |
| 9 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work includingall leads and lifts: |
| 10 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like |
| 11 | Providing and placing in horizontal layer filtering media duly graded, screened, washed and cleaned as specified below complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. |
| 12 | Top layer : Fine sand ( Eff.size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00). |
| 13 | 2nd layer :Coarse sand 3mm to 6 mm. |
| 14 | Third layer : Bazri 6 mm to 20 mm. |
| 15 | Fourth layer : Bazri 20 mm to 25 mm. |
| 16 | Bottom layer broken stone 50 mm to 75 mm. |
| 17 | Smooth finishing of theexposed surface ofRCC work with 6 mm thick cement mortar smooth finishing of the exposed surface with cement mortar 1:3 (1cement:3 fine sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. |
