Dudhnoi/1

Amount

Heavy Dressing: dressing of the existing road including dressing high spots,filling low spots and making up loss of material /irregularities, removingof all vegetation, cambering, watering, rolling with 8-10 tonneroller 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. Works to be carried out in accordance with Technical Specification and as directed by the engineer.

Earthwork: Construction of Embankment with Material Obtained from Borrow Pits- 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 upto1000 m as per Technical Specification Clause 301.5 from (i) Private Land

Construction of Subgrade and Earthen Shoulders: 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. from (i) Private Land

Gravel/Soil-Agg g g ( ) regregate surface course (table 400.3): 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

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 1701 (iv) 800mm x 600mm rectangular

M/S J. G. Associatates (BID ID -252822)

DIPAK DAS (BID ID -253654)

FAYZAL HOQUE (BID ID -253572)