Maintenance and Upgradation of Road No.13(P) and 16 at IA Sikandrabad Distt. Bulandshahar

Amount

Supply & Stacking of 45-63 mm gauge approved stone ballast (10cm loose) for patches & inter coat duly stacked on road side true to template including dressing surface where materials is to be staked 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.

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 staked 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.

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.

Consolidation of 45-63 mm gauge hard stone ballast for 10cm (loose) thick inter 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 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.

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 medhi to retain water also 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.

Water allowance to be allowed between 15 November to 31st May required for proper completion of the work as per direction of Engineer-in-Charge.

Providing and Laying 80mm thick factory made chamfered edge cement concrete paver blocks of M-40 grade of required strength thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper imbedding/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 and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-charge.

Excavation in foundation in ordinary soil (Loam, clay or sand) including 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 or surplus earth as directed by the Engineer-in-Charge upto a distance of 30M from the foundation trenches. (Where machine can not reach/move). For Building work only as in item 251(a) above but mechanical means for road work.

Concrete with 4cm gauge Stone ballast, coarse sand and cement, in proportion of 8:4:1(8 graded stone aggregate: 4 coarse sand: 1 cement) including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work.

Concrete with 2cm gauge stone grit, coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work.