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| 1 | Excavation in foundation in ordinary soil by manual mean (loam, clay or sand) lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches. (S.I. No.-251) |
| 2 | Providing & laying cement concrete 1:4:8 (1 part cement, 4 part approved coarse sand and 8 part 40mm nominal gauge stone ballast) in foundation & upto plinth with curing complete including cost of form work and as per direction of E/I. (S.N.-2 of CH-5) |
| 3 | Class-150 brick work in 1:6 cement and coarse sand mortar foundation & upto plinth including supply of all material labour T&P etc. required for proper completion of the work as per direction of E/I. (S.N.-1 of CH-6) |
| 4 | Providing & laying cement concrete in 1:2:4 (1 part cement and 2 part approved coarse sand &4 part 20mm gauge stone grit) in foundation & upto plinth with curing complete including cost of form work and as per direction of E/I (S.N.-4.1 of CH-5) |
| 5 | 12mm thick cement plaster 1:4 cement and coarse sand mortar in single coat of fair side brick wall for interior plastering upto plinth including internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even an smooth No extra for mixing and additive including supply of all material labour T&P etc. as per direction of E/I. (S.N.-2 of CH-13) |
| 6 | R.C.C. work in 1:1½:3 (1 part cement, 1½ part approved coarse sand & 3 part 20mm gauge approved stone grit) for slabs excluding supply of reinforcement and its bending and including its fixing & binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc with curing complete including cost of form work and also including of all materials labour and T&P etc required to proper completion of the work as per direction of E/I.(S.N.-10 of CH-5) |
| 7 | Mild Steel or iron work (TMT Bar)in plain work such as Reinforcement Brick or R.C.C. work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its wastage bend, hooks, binding wire and authorized over lapping shall be measured etc.complete as per direction of E/I. (S.I.-504) SOR 2022-23 Agra (As per detailed Analysis) |
| 8 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grade on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grading 1 material as per E/I.(MORT & Hspecification Table 401-B) G-1 |
| 9 | Providing & laying spreading and compacting stone aggregates 22.4-53 mm of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grad |
| 10 | Supply and fixing of 30 Mpa grade 80mm thick rubber molded inter locking tiles I-Shaped including 25mm thick local sand base leveling and dressing of surface to required level and slope filling joints with local sand as per detailed specification of C.E. |
| 11 | Dismantling encroachment ramps as RCC Work manually by mechanical means including stacking of steel bars and disposal of unservicable material within 50 meters lead as per direction of E/I. (S.I. No.-1 Ch No.-17) (SOR-2022-23) |
| 12 | Earth work in embankment in ordinary soil and earth work in embankment to bein 20mm layers including ramming and dressing the surface to required levels & lopes and including 1.50m lift and 30m lead & cartage up to 8Km outside the scheme as per direction of E/I. (S.I. No.-253a) Deep depression |
| 13 | Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil and work embankment to be in 20 cm layer including ramming & dressing pulverization the surf including supply of labour T&P, roller and water sprinkler.(S.I. No.-253b)Qty same as above item No.-11 |
