NH-752K from KM 0.00 to 5.750 and from KM 38.000 to 42.200

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees upto girth 300mm, removal of stumps of trees cut earlier and disposal of unservicable materials and stacking of servicable materials to be used or auctioned, upto a lead of 1000mtrs including removal and disposal of top organic soil not exceeding 150mm in thickness including all labour, hire charges of all machineries. By mechanical means in area of light jungle etc., Complete. As directed by Engineer incharge of the work.

Patching of deep potholes by restoring the granular base coarse using material confirming to WBM garde -II! standards/WMM wherver necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole applying tack coat at 4 kg/10sqm over the WBM/WMM surface including cleaning etc, and covering the surface with premixed mix seal TYPE-A 20mm thick including lead, loading unloading, rolling and finishing etc., Complete as per standard specification. (75mm depth) etc., complete., As directed by Engineer incharge of the work.

Patching of deep potholes by restoring the granular base coarse using material confirming to WBM garde -II! standards/WMM wherver necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole applying tack coat at 4 kg/10sqm over the WBM/WMM surface including cleaning etc, and covering the surface with premixed mix seal TYPE-A 20mm thick including lead, loading unloading, rolling and finishing etc., Complete as per standard specification. (150mm depth) etc., complete. As directed by Engineer incharge of the work.

Maintenance of Earthen Shoulder (filling with fresh soil): Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil upto 150mm excavated by excavator, carriage by tipper and compacting it with plate compactor to the desired field density including cost of all materials, labour, hire charges of machinery, loading, unloading, lead & lift etc., complete. As directed by Engineer incharge of the work.

Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of Clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres inculding all lead, lifts, all labour, hire charges of all machineries etc., complete As directed by Engineer incharge of the work.

SIDDALINGA

SHANKAR JADHAV