Autal to Kadalidihi Road

Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, &trees girth upto 300 mm , removal of stumps of trees cut eralier & disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness as per direction of EIC

Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer in Charge

Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C.

Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specificaation clause 302

Excavation in soil in Hilly area by mechanical means including cutting & trimming of side slopes & disposing of excavated earth with a lift upto 1.5 m & lead upto 20 mtr as per technical specification clause-1603.1

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).

Supplying & filling moorum of approved quality including watering to complete saturation & ramming with all leads & lifts including cost, conveynance,royality& taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of EIC.

Excavation for roadwork in soil with hydraulic excavation of 0.9 cum bucket capacity including cuttinh and loading in tippers, trimming bottom and side slopes, in accordance with reuirements of lines, graddes and cross sections, and transporting to the embankment location within all lifts and leads upto 100m

Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)

Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)