Widening and strengthening of 4 Lane from chainage 0.000 to 21.750 of Deoria Barahaj Road ODR in Dist Deoria

Clearing and grubbing road Cleaning and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Excluding G.S.T)

Removal of stumps and roots including backfilling with suitable material to required compaction Removal (including stacking and proper handling over to concered Authority) of stumps and roots of trees having girth 300 mm and backfilling the pit created to required compaction complete as per technical specification clause 201 and 305 or as directed by the engineer, for girth size above 300mm. (Excluding G.S.T)

Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m.(Trench Excavation) Excavation in soil using hydraulic excavator CK-90 with disposal of earth in immediate vicinity without tippers. (Excluding G.S.T)

Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m.(Trench Excavation) Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.(Excluding G.S.T)

Construction of Embankment with Material Deposited from Roadway Cutting 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 of table 300-2.(Excluding G.S.T)

Construction of embankment Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2..(Excluding G.S.T)

Construction of Subgrade and Earthen Shoulders Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits area lead upto 8 km with all lifts & leads , Transporting to site , spreading, grading to required slope and compacted to 97% proctor density requirement of Table No. 300-2 MORTH specification no. 305.(Excluding G.S.T)

Dismantling of granular course and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately(Excluding G.S.T)

Granular Sub-Base Only Laying cost for Using reclaimed granular material 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Only Laying cost for Using reclaimed granular material)(Excluding G.S.T)

Granular Sub-Base with Graded Material (Table:- 400-1) Grade III Construction of granular sub-base Grade III by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(Excluding G.S.T)