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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.a) All kinds of soil. |
| 2 | Dismantling steel cylinder R.C. pipes including excavation andrefilling trenches after taking out the pipes, manually/ by mechanicalmeans breaking lead caulked joints, melting of lead and making intoblocks including stacking of pipes & lead at site within 50 metreslead as per direction of Engineer-in-charge : (a) Above 600 mm diameter |
| 3 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.(a) 1000 mm dia RCC pipes. (Laying by manual/ machanical means) |
| 4 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :(a)1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.(a) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:(a)Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | 12 mm cement plaster of mix :(a) 1:6 (1 cement: 6 coarse sand) |
| 8 | Centering and shuttering including strutting, propping etc. and removalof form work for :(a) Foundations, footings, bases for columns |
| 9 | Finishing walls with water proofing cement paint of required shade :(a) New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 10 | Excavating, supplying and filling of local earth (including royalty) bymechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. |
| 11 | Hiringof Hydraulic Excavator(3D)including operator, lubricant, fuel and other relevant tools & plants etc. all complete as per directions of Engineer-in-charge.(Shift of 8 hours) |
| 12 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site |
| 13 | Dry stone pitching 22.5 cm thick laid in courses and required profilewith hammer dressed stones having no side less than 15 cm, withminimum depth of 20 cm including preparing the bedding surfaceetc. all complete. (Payment for Stone to be made separately). |
| 14 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 15 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. (a) All kinds of soil |
| 16 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 17 | Add GST factor 0.0633 |
| 18 | Note:1) Contractor shall follow the relevant NGT, DPCC orders, and or any other govt. authority enforcing environmental and pollution control orders and if any fine/penalty/challan is imposed by any government agency, the cost of the same shall be solely borne by the contractor. |
