C/O link road Charian-Di-Dhar to Lambran-Di-Dhar via Bouru km. 0/0 to 2/0

Amount

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm (twenty two point five centimeter) depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.(fifty meters) as per the direction of the Engineer-in-charge including entire carrriage of material within all leads and lfts and other incidentals

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. including entire carriage of material within all leads and lifts and other incidentals.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. including entire carriage of material within all leads and lifts and other incidentals.

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On W.B.M / W.M.M. @ 0.4kg/sqm (zero point four kilogram per square metre), as per direction of Engineer- in -Charge, including entire carriage of material within all leads and lifts and other incidentals .

2 cm (two centimeter) premix carpet surfacing with 2.25 cum(two point twenty five cubic metre) and 1.12 cum(one point twelve) of stone chippings of 13.2 mm (thirteen point two millimeters) and 11.2 mm (eleven point two millimeters) size respectively per 100 sqm (hundred square metere) and 52 kg (fifty two kilogramme) and 56 kg (fifty six kilogramme) of hot bitumen per cum of stone chippings of 13.2 mm (thirteen point two millimeters) and 11.2 mm (eleven point two millimeters )size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 30 with no solvent as per direction of Engineer- in -Charge, including entire carriage of material within all leads and lifts and other incidentals.

Narinder Pal Sharma