Construction of 1)Road from 1 No.Bohikhuwa to Khaloijan connecting Road and repairs to SPT Br. over river Moridhansiri on Approach Road to Agoratoli Range under Kaziranga National Park and (2)Road from Bortal to Dhanshiri Temera Ali under SOPD (G)

Amount

1) Construction of road from 1 No.Bohikhuwa to Khaloijan connecting Road and repairs to SPT Br. No.1/1 (L=41.00M) over river Moridhansiri on Approach Road to Agoratoli Range: Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/ irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

Construction of granular surface course by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with three wheel 80-100 kNstatic roller capacity to achieve the desired density, complete as per TechnicalSpecification Clause 402

Azar or Nahar or Nageswar or zarul ofr sundi or gamari wood works including supplying , foitting , and fixing complete with necessary M.S. bolts, nuts, nails scerws etc. and coal tarring two coats (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.) (B) Using Azar/Nahor/Nageswar/ Zarul Timber. (a) Undressed in floor planks, collars, bracing, standards, wheel guards, struts and railings, runner belts, rail, posts etc

(b) In track way planks (alternate nailing to be done with decking in a seggragate way.)

2) Construction of road from Bortal to Dhanshiri Temera Ali : Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/ irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

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. (a) Private land

Construction of subgrade and earthen shoulders with approved material obtainedfrom borrow pits with all lifts and leads, transporting to site, spreading, grading torequired slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specificat ion Clause 303.1.(i) Private Land

Construction of granular surface course by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with three wheel 80-100 kNstatic roller capacity to achieve the desired density, complete as per TechnicalSpecification Clause 402

DILIP TAMULY (BID ID -253115)