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| 1 | Demolishing Reinforced cement concrete or reinforced brick work including stacking of materials as per directed by the of Engineer - in -charge.SOR 2022 S.I N0 694 |
| 2 | Dismantling sundries brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SOR 2022 S.I N0 692 |
| 3 | Deduct the cost of old bricks S.I N0-1(A) SOR-2020 |
| 4 | Ded the cost of old bricks /batts S.I N0-1(F) SOR-2020 |
| 5 | Cleaning of silt/sludge in foul condition lift upto 30 m distance etc all completed as per direction of engineer in charge . |
| 6 | S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge S.I N0-273 |
| 7 | RCC work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:1.5:3 in slab wall etc excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG G.I.binding wire and including necessary centering and shuttering etc and supply of all materials, labour and tool & plants 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. |
| 8 | Steel reinforcement for R.C.C work including straightening,cutting,bending,placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel Bars. |
| 9 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.DSR 2023 16.83 |
| 10 | Deduct the cost of old tiles etc A.R |
| 11 | Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkmene. AS per 2022/23 1(a)+253(a) S.I.No.4.03. |
| 12 | S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge RMR |
| 13 | Consolidation stone aggregates of 45-63mm/22.4-53mm size to water bound macadam S.I.No752 |
| 14 | Supply & laying 80mm thick precase cement concrete i-sape interlocking paver block (Grey color) with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacture from rubber moulds through vibro-compression mechanism, the compressive strength of concrete paver block shall not be less than 30mpa (M-30) and weight 5kg. per no. confirming to IS:15658-2006 including cost of material, labour,t&P etc. required for proper completion of the work as directed by Engineer-in-charge |
| 15 | GST Please Enable Macros to View BoQ information |
