MMPPNA_RIDF_XXXI_25_26_350 Construction of road from (1) Bashbari (Osmani Bazar) to Gonbinnah via 6 No. Bashbari LP school, (2) PWD road (South Golapara ME School) to Golapara PT-I, (3) Kokila Pt-II PWD road to Borghola Chakla PWD road Via Kokila Bar

(1) Bashbari (Osmani Bazar) to Gonbinnah via 6 No. Bashbari LP school : 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 (i) By Manual Means (a) In area of non thorny jungle

Single bamboo spur Palasiding of whole 1st class bamboo (Bholuka or Barua ) 85 mm to 100 mm dia. Closely packed & driven including fitting ,fixing with half 2nd class bamboo(Jati or Bethua) horizontally in three rows with cane or tying wire complete and struts longitudinally and providing brush wood in the spur as per drawings and Technical specifications. B. Driven at least 900 mm below ground and 900 mm above ground on average.

Supplying empty cement bags filled with sand by local collection and tied the filled sand bags with plastic ropes including carriage of sand filled bags to the work site and placing it in position as directed by the Department.

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. (iii) Grading-III, A) By Manual Means.

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. ii) Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (ii) 200 m Stone (Precast)