ASOM_MALA_ 3.0_25_26_04 Construction and Upgradation of DC Office and ACA Cricket Stadium approach Road to 6 Lane Road with Drain cum footpath, load bearing drain, solid footpath and RCC Strom water outlet drain including 3 nos of parking places and

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 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means, (a) In area of non thorny jungle

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable materialby roots, refilling,compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (ii) Girth above 600 mm to 900 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable materialby roots, refilling,compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (iii) Girth above 900 mm to 1800 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots refilling compaction of backfilling and stacking of serviceable materialby roots, refilling,compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (iv) Girth above 1800 mm to 2700 mm

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. I. By Manual Means, (a) Bituminous Courses

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. I. By Manual Means, (b) Granular Courses

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Construction of embankment with materials obtained from borrowpits, with initial lead up to 3km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (b) 'From private land

Construction of subgrade with approved materials obtained from borrow pits, with initial lead up to 3.00 km transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (a) 'From private land

Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (II) for grading- II Material