C/O Amublance (jeepable standed) road Lambera to Dhangota Brahaman 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 centimetre) 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 earth with lead upto 50 metres.(fifty metre) as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.

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 and 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 .With material conforming to Grade-I (size range 75 mm to 0.075 mm) ( seventy five millimeters into zero point zero seven five millimeters) having CBR Value-30 (thirty), as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm )( fifty three millimeter into zero point zero seven five millimeter) 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 as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.

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) as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.

2 cm premix carpet surfacing with 1.8 cum (one point eight cubic metre) and 0.90 cum (zero point ninety cubic metre) of stone chippings of 13.2 mm (thirteen point two millimeters) size and 11.2 mm (eleven point two millimeter) size respectively per 100 sqm (one hundred square metre) and 52 kg (fifty two kilogram) and 56 kg (fifty six kilogram) of hot bitumen per cum of stone chippings of 13.2 mm (thirteen point two millimetre) and 11.2 mm (eleven point two millimetre) 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 - 10 (ten) heated and then mixed with solvent at the rate of 70 grams per kg(seventy grams per kilogram) of asphalt,as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm (two point thirty six millimeters) and retained on 180 micron sieve) with bitumen using 128 kg (one hundred twenty eight kilogram) of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum(zero point six zero cubic metre) of fine aggregate per 100 sqm (hundred square metre) of road surface, including rolling and finishing with road roller all complete.as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.

SAJEEV KUMAR GOVT.CONTRACTOR

MOHINDER PAL GOVT. CONTRACTOR