Construction of BT Road Udasar to Nokhara Tehsil HQ Via Goliya Jetmal, Meethi beri, Nokhara

Construction of reference bench mark, working bench marks and reference pillars/burjis @ 50 m interval on both sides of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MoRTH specifications

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 — By Mechanical Means, Bituminous Courses

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps and disposal of unserviceable materials, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm as per MoRTH Clause 201 — By Mechanical Means, non-thorny jungle

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with lift up to 1.5 m and lead up to 1000 m as per MoRTH Clause 301.3

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 up to 50 m as per MoRTH Clause 305.3

Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Clause 305.3

Construction of embankment with approved material obtained from borrow pits with lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with lead up to 50 m as per MoRTH Clause 305.3

Granular Sub-Base with Close Graded Material (Table 400-1), Plant Mix Method — providing, laying, spreading and compacting specified graded material as per design mix in sub-base course including premixing at OMC in wet mix plant, carriage, spreading in uniform layers with motor grader on prepared base and compacting with vibratory roller to achieve desired density, complete as per MoRTH Clause 401 — Grading-I Material (150 mm compacted)

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers on prepared sub-base and compacting with vibratory roller to achieve desired density as per Tables 400-12 & 400-13 and MoRTH Clause 406 (225 mm compacted)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor-mounted grader on prepared surface, mixing by mix-in-place method with rotavator at OMC and compacting with smooth wheel roller to achieve desired density complete as per MoRTH Clause 401 — Grading-III Material (earthen shoulder/berm gravelling, 150 mm)