SOPD(G)/NLB/28

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.i) By Manual means. A) In area ofnon thormy jungle

Construction of embankment with approved material obtained from borrow pits with a lift 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 as per Technical Specification Clause 301.5. Private land

Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with initial lead upto 1.5 m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 From Private land.

Construction of Granular Sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading -II materials

Providing, laying, spreading and compacting stone aggregates of specific sizes to water Bound macadam specification including spreeding in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 KN in stages to proper grade and camber, applying and brooming,requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Grading-III

Providing and laying Interlocking concrete Block pavement (M-40) having thickness 80 mm as per technical specification clause 1504 complete carriage a) Excluding Edge block/Edge restraints

Earth work in excavation for foundation of structure as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious materials and disposal upto lead 50 m dressing of sides and bottom and back filling in tranches with approved material.Ordinary Soil. (i) Up to 3.0 m depth

Providing concrete for Plain/reinforced concrete in open foundation complete as drawings and technical specification clause 802, 803, 1202 & 1203. (1:3:6)

Beeding of Pipe (ii) Type B (First Class Beeding) laying first class beeding on well compacted sand, moorum or approved granular materials.

Providing concrete for Plain/reinforced concrete in open foundation complete as drawings and technical specification clause 802, 803, 1202 & 1203. III. PCC M-20 Grade (1:2:4) Hand Mixed.

Providing laying Reinforced cement concrete pipe NP-3 for culvert on first class bedding of granular materils in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head wall and preapets clause 1106.1000 mmdia pipe

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