MMPPNA_RIDF_XXXI_25_26_245 Construction of road from (1) Karatipam Bazar to Chotogarjan Road, (2) Baghara to NH-37 at Dharamtul Road to Silveta Road, (3) Katahguri to Sorubori Pathar, (4) Diprang Buraburi road to Tripurabosti including 2 nos. Slab cu

(1) Karatipam Bazar to Chotogarjan Road Construction of sub grade and Earth and shoulders with approved materials obtained from borrow pits with all lifts and leavs, transporting to site, spreading grading to required slop and compacted to meet requirement of Table 300.2 with lead upto 1000m as per technical specification clause 303.1 (Private land)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading uniform thickness hand packing, rolling with smoot wheel roller 80-100kn in stages to proper grade as per technical specification clause 405, WBM grading III. Using stone screening type-B 13.2mm for Gr III by manual means.

Interlocking Concrete Block pavement providing and laying interlocking concrete Block pavement with M 40 grade concrete block having thickness 80 mm as per technical specification Clauses 1504 complete including (a) including Edge Block/Edge restraints.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 600mm equilateral triangle.

Providing and fixing of typical PMGSY informatory signboard with Logo as per MORD specifications and brawing. Three MS plates of 1.6mm thick, top and middle plats duly welded with MS flate iron 25mm x 5m size on back on edges as per technical specification.

(2) Baghara to NH-37 at Dharamtul Road to Silveta Road Clearing and grubbing of road land including uprooting wild vegetation ,grass ,bushes ,shurbs ,sapling and trees of girth up to 300 mm ,removal of stumps of such trees cut earlier and diposal of unservicible material and stacking of servicible material to be used or auctioned ,up to a lead of 1000 m as per Technical Specification Clause 201. (I) By Manual means (A) In area of Non-thorny jungles

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m 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 slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m 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. (ii) For Grading II Material

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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means