Excavation of Moranadi Stream at Kameipara Village

Amount

Excavation of Drainage Channel

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Earth work in excavation for drainage channel as per drawing & technical specification including seting out, construction of shoring and bracing removal of stumps & other deleterious matter dressing of sides & bottom etc.

Box Culvert (4 Nos)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

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, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Providing PCC work in foundation with 13mm to 38mm size downgraded gravel including curing bailing out water shoring where necessary finishing etc. complete as directed (in prop 1:3:6)

Reinforced cement concrete in substructure complete as per drawings and technical specification

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Earth work by head load in filling embankment in ayers not exceeding 20cm thick including breaking clods, dressing and sectioning, cambering and ramming, within a lead up to 30 m and lift up to 1.5m etc.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates.

Cost of Provision for 1 No. Signboard including fitting & fixing at the project site

BIPUL KAKATI

DIPAK DEKA

Ikbal Hussain