Strengthening of Newly Diverted Coal Transportation road from Junction near State Highway near Check Post No 1 and 3 to junction near Kunal Weigh bridge at Ghugus Sub Area of Wani Area.

Amount

Excavation for roadwork in soll with hydraulic excavate 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 all lifts and lead upto 1000m as per relevent clauses of section-300 of specification

Granular Sub-base with Well Graded Material (CBR>30 or more) (Table 400-1 & Table 400-2) Construction of granular sub-base by providing well graded malenal like natural sand crushed gravel or crushed stone having CBR 30. spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification: Plant Mix Method Grade II

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness. hand packing, ralling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 ofspecification Grading- (63 to 45mm) (a) Using Screening Type-A (13.2mm Agg.)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 ofspecification:- IlGrading-II (53 to 22.4mm (a) Using Screening Type-B (11.2mm Agg.

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 embankmen! within a lead of 50 metres as per relevent clauses of section-300.:- Mechanical means

Construction of shoulders/sideberms with availbale earth work by mechanical means including spreading and compaction etc complete as per instruction of Engineer In Charge

Total impact of GST for the purpose of CTC

KUBER VARMA

M/s C R Thakre