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| 1 | Preparation and consoridation of sub grade with power road roller of 8 to 12 tonne capacite after excavatel earth to an average of 22.50cm depth dressing to comber and consolidating with road roller including making good the undulations etc. and rerolling the sub grade and disposed of surplus earth with lead to 50 mtr. |
| 2 | Supply & Stacking of 63-90 mm gauge approved stone ballast (15cm loose) for patches & soling coat duly stacked on road side true to template including dressing surface where materials is to be stacked including cost of materials its cartage octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer -in- Charge. |
| 3 | Supply & Stacking of 45-63 mm gauge approved stone ballast (10cm loose) for patches & top coat duly stacked on road side true to template including dressing surface where materials is to be stacked including cost of materials its cartage octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer -in- Charge. |
| 4 | Supply & Stacking of 22.4-53 mm gauge approved stone ballast (10cm loose) for patches & top coat duly stacked on road side true to template including dressing surface where materials is to be stacked including cost of materials its cartage octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer -in- Charge. |
| 5 | Supply & Stacking of crushed stone dust for consolidation of stone ballast as screening material including octoi royalty. Labour T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge. |
| 6 | Consolidation of 63-90 mm gauge hard stone ballast for 15cm (loose) thick top coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water aiso including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge. |
| 7 | Consolidation of 45-63 mm gauge hard stone ballast for 10cm (loose) thick top coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water also including labour for spraying screening material to be used for blinding purpose and also ineluding cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge. |
| 8 | Consolidation of 22.4-53 mm gauge hard stone ballast for 10cm (loose) thick top coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making to retain water aiso including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge. |
| 9 | Water allowance to be alowed between 15 November to 31st may required for proper completion of the work as per direction of Engineer-in-charge. |
| 10 | Providing and laying factory made chamfered edge cement concrete paver blocks (80mm thick M-40 grade) in footpath, park & lawns driveway or light & traffic parking etc. of required strength thickness and size/shape, made by table vibratory method using PU mould, laid in required color and pattern over 500mm thick compacted bad of coarse sand, compacting and prober embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size & direction of Engineer-in-Charge. |
| 11 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5meter and lead upto 30m. Including filling, watering and ramming of excavated earth into the trenches or into 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.(100fts) from the foundation trenches. |
| 12 | Prividing and laying in position cement concrete 1:4:8 (1cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) of specified grade excluding the cost of centering and shuttering. All work up to plinth level. |
| 13 | Cement Concrete with 2cm gauge approved stone ballast, coarse sand & cement in the proporationof 4:2:1 including supplyof all materials, labour, T&P etc. required for proper completion of the work. |
