Construction of Roads and P/L Interlocking tiles on Road Patries road no. 1, 2, 3, 6, 9, 11 and Service road at I.A. Surajpur Site-B and C Distt. G.B. Nagar.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers Including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move)

Supply & Stacking of 90-45 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 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 63-45 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 octol royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.

Supply & Stacking of 53-22.4 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 90-45 mm gauge hard stone ballast for 15cm (loose) thick Soling 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 63-45 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 53-22.4mm 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 aiso 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 hinself at his own cost as per direction of Engineer-in-charge.

Brick edging on the side of the road of first class bricks 22 Cm, Wide 11cm deep. Laid with mud mortar including labour & supply of bricks finished to the requred template and in proper alignment and also ineluding dressing and rammimng the execavated earth as direeted by the Engineer-in-charge.

Concrete with 2cm gauge stone grit, coarse and cement in proportion of 4:2:1 including supply of all material, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.