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| 1 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). |
| 2 | Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). |
| 3 | Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200feet). |
| 4 | 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 leadas per direction of Engineer-in-Charge. |
| 5 | 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) |
| 6 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion ofthe work. |
| 7 | M-150 class B/w in 1:4 Cement C'sand mortor in including supply of all meterial labour t&P etc required for proper completion of work |
| 8 | 12 mm thick plaster with cement and coarse sand of1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW ITEM ) |
| 9 | Cement Concrete with 2 cm.gauge stone grit instead of 4 cm. gauge stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 10 | S/L of stone ballast 22.4 to 53 mm size with stacking for 10 measurment etc all complete as per the direction of engineer in-charge . AS PER PWD SOR 2020 RMR |
| 11 | Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR |
| 12 | Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405. AS PER PWD SOR 2022 20.2.1 |
| 13 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause1501. |
| 14 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 15 | R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour, tools& 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 etc all complete as per direction of engineer in charge.(AS PER PWD SOR 2020/283 a .) |
| 16 | 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 DSR 2023 ITEM N.5.22.1 |
| 17 | Deduct of old bick Bats |
| 18 | Deduct of old Brick |
| 19 | Deduct of old Tiles |
| 20 | Desposal of refused material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge. |
| 21 | GST Please Enable Macros to View BoQ information |
