M/T and improvement of Geometrics, C/D work on Udeni km 0/0 to 0/500 Providing and laying

Amount

Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimeter) Grading-III 75mm (seventy five millimetre) thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty -one hundred) KN capacity static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2 mm (eleven point two millimetre) nominal size at the rate of 0.18 cyn (zero point eighteen cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate including of octroi, royality, Malkana, toll tax, Sale tax or other taxes, GST imposed by the government.

Providing and applying primer coat with BITUMEN Emulsion (SS-1) (one) on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer @ 0.85 Kg. per Sqm. ( zero point eight five kilograme) per square metre of road surface using bitumen emulsion pressure distributor complete as per M.O.R.D. technical specifications clause No. 502 including hauling/ carriage of materials to various location through all modes of transportation all leads, lifts and other incidental and as per direction of Engineer-In-Charge. The rate including of octroi, royality, Malkana, tolltax, Sale Tax , GST or other taxes imposed by the government.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 Kgs. (zero point two seven five kilograme) per Square metres on the prepared granular surface and cleaned with Hydraulic broom as per M.O.R.D. Technical Specification Clause 503 by manual/mechanical means, as per the direction and entire satisfaction of Engineer -in-Charge including carriage of materials by all mode of transportation within all leads and lifts and other incidentals.The rate including of octroi, royality, Malkana, toll tax, Sale tax or other taxes, GST imposed by the government.

Providing laying and rolling by mechnical means of open grades premix carpet of 20mm ( twenty millimeter) thickness composed of 13.2mm ( thirteen decimal two millimeter) and 11.20 ( eleven decimal twenty millimeter) aggregate mixed in the ratio 2:1 (two is to one) and @ 0.27 cum (zero decimal twenty seven cubic metres ) mixed with bitumen VG-10 (ten) @ 14.60 kg (fourteen point sixty kilogram) per ten square meter of road surface required line grade and level to serve as wearing course on a previously prepared base, including heating binder and aggregate in plant 30/40 ton capacity per hour transporting mixed material with tippers and laying with pavers finisher or mannually to the required grade to be followed by seal coat of type-B and camber and rolling with a three Wheel 80-100 (eighty -one hundred) KN capacity static road roller to required level and grade as per M.O.R.D. technical specifications clause No. 506 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect and other incidental. The rate including of octroi, royality, Malkana, toll tax, Sale tax or other taxes, GST imposed by the government.

Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per M.O.R.D. technical specification Clause 510 by manual/mechanical means using Bitumen grade V.G. 10 (Viscosity Grade- Ten) at the rate of 6.80 kg (Six point eight zero kilogramme) premixed with 0.06 (Zero point Zero six) Cubic meter of fine aggregate per ten square meter heated in mini hot mix plant and laying of mixed material and rolling with a three wheel 80-100 (eighty -one hundred) KN capacity static road roller, as per the direction of Engineer-in-Charge including carriage of material, Labour and equipments required to execute the work at site of work complete in all respect. The rate including of octroi, royality, Malkana, toll tax, Sale tax or other taxes, GST imposed by the government.

Surender Kumar