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| 1 | Excavation in foundation in ordinary soil or silt(loam, clay or sand) including lift upto 1.50m and lead up to 30m and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m from the foundation trenches. (PWD SOR 2017-18, Chepter-4,Item No.251 ) |
| 2 | Earth work in filling in ordinary soil excavation to be in the form regular pits note excluding 0.5M in depth and earth work embankment to be in 20 Cm layers including ramming and dressing the surface to required slows and also including 1.5M, lift and 30 M lead in all complete. site up to 10 km distance.(As per Analysis of Rate) |
| 3 | Grandular Sub-base with well Graded Material (Table 400.1) (A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers wth motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheelo roller to achieve the desired density. complete as per technical spercification clause-401 (As per Analysis) |
| 4 | R.C.C work with coment approved coarse sand and 2 cm (3/4\") gauge approved stone grit in the promotion 1:2:4 (1 part cement, 2 coarse sand and 4 part of 2cm stone grit) in lintels of doors and windows excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary cemtering and shuttering etc and also including supply of all materials labour and tools and plants etc. required to proper completion of the work/strength of the concrete shall not be less than M-15. Item above but in R.C.C Raft foundation and footing . (PWD SOR 2017-18, Chepter-5,Item No. 287 ) |
| 5 | R.C.C work with coment approved coarse sand and 2 cm (3/4\") gauge approved stone grit in the promotion 1:2:4 (1 part cement, 2 coarse sand and 4 part of 2cm stone grit) in lintels of doors and windows excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary cemtering and shuttering etc and also including supply of all materials labour and tools and plants etc. required to proper completion of the work/strength of the concrete shall not be less than M-15.Item above but in R.C.C wall in (1:1.5:3) (PWD SOR 2017-18, Chepter-5,Item No. 289 ) |
| 6 | S/F of 80 mm thick i-Shaped & zig-zag shape machanically Compacted (Rabur Moid) coloured Interlocking cement concrete pavers block manufactured by high pressure and cotrolled vibration machine heaving plan dimension 200x(160+120mm) with minimum 5 mm thick topping of O.P. cement mixed with 25 % marble powder. The compressive strength of comcrete paver blocks shall not be less than 30 Mpa 7 by weight 4.5 kg/no. including of 30 mm local sand & cost of all material . labout. T&P ect..................... all compete (As per Analysis) |
| 7 | Supply & Laying of 80mm thick ordinary I-Shaped & zig-zag shape mechanically compressed (Rabor mould) interlocking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x(160+120mm) with minimum 5 mm thick topping of O.P cement. including 30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (As per Analysis) |
| 8 | Proving and laying cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 stone grite) of not less than strength of M-15Stone grit (20mm nominal size in stead of 40mm stone ballast) approved, coarse , curing complete, including cost of form work. (PWD SOR 2017-18, Chepter-5,Item No. 279) |
| 9 | R.C.C work with coment approved coarse sand and 2 cm (3/4\") gauge approved stone grit in the promotion 1:2:4 (1 part cement, 2 coarse sand and 4 part of 2cm stone grit) in lintels of doors and windows excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary cemtering and shuttering etc and also including supply of all materials labour and tools and plants etc. required to proper completion of the work/strength of the concrete shall not be less than M-15. But R.C.C in Drain cover Slab (PWD SOR 2017-18, Chepter-5,Item No. 283) |
| 10 | M.S or Iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary of the work and including the suply of steel and its wastage bend, hooks and authorized over lapping shall be measured upto floor to level. (As per Analysis of Rate) |
| 11 | Add 18 % G.S.T |
