Kalajal Riverineland Protection Project at Barogopal Than

Amount

Part -A

Earth work in excavation of foundation trances of structure as per drawing and technical specification including setting out, Construction shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials.

Providing & laying of boulder apron laid in wire crates made with 4mm dia G.I. wire conforming to IS :280 & 4826 in 100 mm X 100 mm Mesh (Weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg. each.

Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specification.

Providing and lying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.

Earth work in filling with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to ste, spreading, grading to required slope and compacting with a lead upto 1000 m as per Technical Specification.

R.C.C Sigenboard including painting & writing in engrave lettering etc.

Part -B

Earth work in excavation of foundation trances of structure as per drawing and technical specification including setting out, Construction shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials.

Providing & laying of boulder apron laid in wire crates made with 4mm dia G.I. wire conforming to IS :280 & 4826 in 100 mm X 100 mm Mesh (Weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg. each.

Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specification.

Providing and lying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.

Earth work in filling with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to ste, spreading, grading to required slope and compacting with a lead upto 1000 m as per Technical Specification.

Part - C

Earth work in excavation of foundation trances of structure as per drawing and technical specification including setting out, Construction shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials.

Providing & laying of boulder apron laid in wire crates made with 4mm dia G.I. wire conforming to IS :280 & 4826 in 100 mm X 100 mm Mesh (Weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg. each.

Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specification.

Providing and lying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.

Earth work in filling with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to ste, spreading, grading to required slope and compacting with a lead upto 1000 m as per Technical Specification.

Part - D

Earth work in excavation of foundation trances of structure as per drawing and technical specification including setting out, Construction shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials.

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreding 25 mm thick layer of earth over brick soling watering and rolling the same as directed.

Plain cement concrete 1;3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation.

R.C.C. work in proportion 1:2:4: in all walls mixed with crushed stone aggregate 23 mm nominal size mechanically mixed & placed in all R.C.C. walls and completed by vibration including necessary shuttering as per technical specification and drawings.

Supplying fitting fixing of TMT reinforcement bar in structure as per drawing and specification including cutting, bending, binding etc. complete as directed.

Supplying , carriage of G.I. Pipe (50 mm dia) for railing including cutting & joining etc. complete.

Plastering work with cement mortar in prop. 1:3 on brick work in sub structure as per technical specification complete as directed.

DIJESH BUJAR BARUAH

Ikbal Hussain

J M ENTERPRISE

Deraj Saikia