Construction of Road Internery of Athabari Tea Estate under SOPD(ODS) for the year 2020-21 in Golaghat andKhumtai Territorial Road Division (L-1.877 Km). Pkg. No. SOPD(ODS)/GKTRD/KHM/05

Amount

Clearing and grubbing road land including uprooting WILD vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mni, removal of stumps of trees cut earlier and disposal of unserviceable materials and slacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 (I) By Manual Means (A) In area of non thorny jungle

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (i) Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required sloep and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1 (I) 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 with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401 (I) For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification clause 405

Providing and laying of Interlocking Concrete Block Pavement having thickness 80mm as per Technical specification clause 1504 (iv) Rates are inclusive of C C Edge Block.

Earth work in excavation for foundation of st as per drawing and technical specification CIe setting out construction of shoring and bracin and other deleterious matter, dressing of sides backing filling with approved materials.' . f) Ordinary Soil (i) Upto 3m.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. (II) PCC grade M10

Bedding for pipe. II) Type - B (1 st class bedding) ii) Granular material

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

Providing and lying reinforcement cement concrete pipe NP-3 for culvert on 1st class bedding of granular materials in single row including fixed in collar with cement mortar 1:2.But excluding excavation protection work back filling concrete and masonry work in head wall and parapets clause 1106. 600mm Dia

Providing and lying reinforcement cement concrete pipe NP-3 for culvert on 1st class bedding of granular materials in single row including fixed in collar with cement mortar 1:2.But excluding excavation protection work back filling concrete and masonry work in head wall and parapets clause 1106. 1000mm Dia

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Filling in Foundation Trenches as per drawing and technical specification Clause 305.3.9

Earth work in cushing

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement mortar

Bikramsen Gogoi