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| 1 | Demolishing brick work manualy/by mechanical means Induding stacking of serviceable material and disposal of unserviceable materiar within 50 metres lead as per restion of Engineer-in-Charge |
| 2 | Carrage of Dump manure by mechanical transport upto 5km lead |
| 3 | Excavation in foundations in ord sand) including lift upto 1.5m (5) (100 fts) & including tăng excavated earth into nary sol (Loam clay t 15 m (5 fts) and lead upto 30 mt flang, watering and ramming of earth into the trenches or into the spасе theven the building and the sides of foundation trenches or into the pinth and removal and disposal of surplus directed by the Engineer Incharges upto a distance of 30mt (100 fs) from the foundation trenches Al kinds of soil |
| 4 | Pumping caused out of water |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, buttersses, and string course etc. |
| 6 | Providing and laying cement concrete 1:4:8 (1 cement 4 coarse sand 8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. |
| 8 | M.S (Tor steel or plain) work in plain work such as RCC or RB (SI.No 504 work including bending for proper shape and including supply of steel and its wastage, bend, hooks and authorized over lapping shall be measured and including cost of binding wire Take 1.25% of Item No.11+12+13 above= (1145x1.25)/100x78.5=1124.00 Qtl. |
| 9 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge, excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move) SOR: 253(A)+231(a) |
| 10 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density.) of a Item no. 2 above |
| 11 | M-150 Brick work in 1:4 (1 Cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 12 | Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. réquired for proper ompletion of the work... |
| 13 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 |
| 14 | Supply and fixing of 80 mm thick I shaped rubber moulded cement grey/ordinary red inter locking cement concrete paver blocks confirming IS: 15658/2006 of approved shape manufactured by high pressure and control vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa (M-30) including levelling & dressing of surface up to required level and stopes filling joints with local sand including cost of material, labour, T&P required for proper completion of work as directed by E/l and as per approved specifications. Please Enable Macros to View BoQ information |
