Reconstruction of Borjuri to Dolamara road

Amount

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (Qtty as per Ann-1) (I)By manuals means. A). In the area of non thorny jungle.

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 slope and compacting to meet requirement of table 300.1 &-300.2with lead upto 1000m as per technical specification ( qtty as per Ann-I) (a) From private land.

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift up to 3 m and lead upto 1000cm as per technical specification clause 301.4

Granular sub-base with well graded material (table 400.1) (A). By mix in place method Construction of granular sub-base by providing well graded material 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. (ii) For Grading II Material

Water Bound Macadam Sub-base/ base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 -100 KN 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 reqd. density Grading 2 as per Technical Specification Clause 405. (A) By Manual Means WBM Grading-III (Using Stone Screening Type B 11.2 mm for for Gr III)

Providing and applying Interlocking Block Pavement (M40) having Thickness 80 mm as per Technical Specification clause 1504 complete including carriage, Including Edge Block/ Edge Restraint

Construction of Road side Pucca drain with Brick Masonry (450mm x450mm) size (Open) from Ch 6.10km to 6.20km at Left side.

Construction of 1000 mm Dia NP-4 (Single) H P Cul

Surface Drain in Soil (i) Construction of unlined surface drain of av c/s area 0.40 sqm in ordinary rock to specified lines, level, grade and dimension as per app design and technical specificatio clause 307, Excavated material to be used in embankment site A0 By manual Means

Kilometer Stone : RCC M-15 grade kilometer stone of Standard Design as per IRC 8 fixing in position including painting and Printing etc as per drawing and Technical Specification (ii) Ordinary Kilometer Stone (Precast)

Jay Agarwalla