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| 1 | Dismantling brick work or stone work including stacking of materials as directed by the engineer in charge with in a distrance of 60 meter S.I. No. 692 |
| 2 | Dismantling cement concrete or granolithic floors including base concrete and including stacking of dismantled materials as directed by the engineer-in-charge with in a distance of 60 meter (200 feet) S.I. No. 697 |
| 3 | Excavation in foundation in ordinary soil(loam, clay or sand) including lift upto 1.50M and lead 30M and including filling watering and ramming of excavated earth into the trenchesor into the space between building and the sides of foundation trenches or into the plinth and removaland disposalof surplus earth as directed by the engineer in charge upto a distance of 30M from the foundation trenches S.I. No. 251(a) |
| 4 | Cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plant etc. required for proper completion of the work. As per S.I.No 281 |
| 5 | R.C.C. work with cement approve coarse sand & 2 cm gauge approved stone grit in proportions of 1:2:4 in slab excluding supply of rainforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper completion of the work including cost of binding wire the rate excludes making of drip course which shall be paid extra. S.I. No. 5.11 New item |
| 6 | M.S. (tor steel or plain) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend hooks and authorised overlapping shall be measured and including cost of binding wire. As per S.I. No. 504 |
| 7 | 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 & plant etc. required for proper completion of the work. As perS.I. No. 279a |
| 8 | Cartage of S/E malva upto 03km distance from site (A.R.) |
| 9 | construction of granular sub-base by providing coars graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at desired density, including cost of all material, labour, T&P including all taxes, royalty, labour cess complete, as per mort clause 401. (A.R.) |
| 10 | Relaying of old interlocking tiles 60 to 80mm thick including levelling and dressing of surface upto required level and slopes filling joints with local sand including cost of Labour T&P etc complete but excluding cost of material a directed by engineer as per S.I. No. 20.17(New Item) |
| 11 | Supply and laying of interlocking tiles of 80mm thick I shaped mechanically compressed interlocking cement concrete pavers block woth top layers of 8mm thickness having plan dimension 200X(160+120mm)of op cement smooth high gloss finish skid resistant ,manufactured from rubber mould through vibro -compression mechanism .the compressive strength of concrete paver block shall not be less then 30Mpa (m-30)and includiing cost of material ,labour T&P etc recuired for proper completion of the work as per SI no 20.16 new item(A.R.)Grey Colours |
| 12 | Deduct the cost of old brick/Brick bats S.I. No.1(f) |
