C/O Link road to village Tourgarhi Km 0/00 to 3/0

Amount

Construction of granular sub base by providing well graded materials grading -1 spreading in uniforms layers with tractor mount grader on prepared surface, mixing by mix in place method with rotvator at OMC, and compacting with smooth wheel roller to achieve the desired denisty, complete as per technical specification Clause 401 including entire carriage of material with in all leads and lifts and as per drawings and technical specifications and the direction of Engineer-in-Charge including other incidentals. The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax , GST or other taxes imposed by the Govt.

Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45mm (sixty three millimetre to forty five millimetre ) Grading-II 75mm ( seventy five millimetre)consolidated thick to water bound macadam specification including spreading in uniform thickness, using template, hand packing, rolling with three wheel 80-100 KN (eighty to hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm(eleven point two millimetre) nominal size at the rate 0.20 cum (zero point two zero cubic metre)and binding materials at the rate 0.06 cum (zero point zero six cubic metre) per 10 square merte (ten) and to fill-up the interstices of course aggregate, watering and compacting to the required density as per MORD Technical Specification Clause 405 by mechanical means and as per the direction of the Engineer-in-Chargeincluding entire carriage of material with in all leads and lifts and as per drawings and technical specifications and the direction of Engineer-in-Charge including 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 stone aggregate of specific sizes 53-22.4mm (fifty three to twenty two point four millimetres) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty to hundred Kilo Newton) in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading-III by manual means as per technical Specification Clause 40including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/Sqm using mechanical means as per technical specification clause 502 (Low porosity including entire carriage of material with in all leads and lifts and as per drawings and technical specifications and the direction of Engineer-in-Charge including 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 with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer cleaned with Hydraulic broom as per technical specification clause 503.including entire carriage of material with in all leads and lifts and as per drawings and technical specifications and the direction of Engineer-in-Charge including other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing, laying and rolling of open graded premix carpet of 20mm (Twenty millimetre) compacted thickness composed of 13.2mm to 5.6mm ( Thirteen point two millimetre to five point six millimetre) course stone agreegate @ 0.27 cublic metre ( Zero point two seven) cubic metre per 10 square metre mixed with 14.6Kg ( Fourteen point six Killogramme) per 10 square metre (ten) bitumen VG-10 (Viscosity Grade-Ten) to required line,grade and level to serve as wearing course on previously prepared base including mixing and heating binder and aggregate in a suitable hotmix plant 30/40 (thirty to forty) tonne per hour capacity transporting mixed material and laying with paver finisher and rolling with a Three wheel 80-100 KN (Eighty- hundered ) capacity static roller finished to required level and grades to be followed by seal coat Type B as per MORD Technical specification clause 508 by machenical means as per direction of Engineer-in-Charge including entire carriage of material with in all leads and lifts and as per drawings and technical specifications and the direction of Engineer-in-Charge including 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 for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical specification clause 510 using VG-10 (Viscosity Grade - Ten) at the rate 6.8 (Six point eight killograme) per 10 Sqm (ten Square metre) premix with 0.06 Cum (Zero point zero six )Cubic metre of fine aggregate per 10 Sqm (Ten Square metre ) by mechanical means and rolling with power road roller with three wheel 80 to100 ( Eighty to hundred ) capacity, as per direction of Engineer-in-Charge including entire carriage of material with in all leads and lifts and as per drawings and technical specifications and the direction of Engineer-in-Charge including other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Construction of un-reinforced, dowel jointed and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer not less than 0.2 cum capacity and fixed side formwork including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation curing of concrete slabs for 14-days, using curing compound ( where specified ) and water finishing to lines and grade as per drawing and Technical specification clause 1501 including hauling of material within all leads and lifts and other incidental charges and as per direction of Engineer-In-Charge.

Construction of hill side V-shape drain in accordance with the requirement of specifications true to the specified line, grades, levels and dimensions and other particulars as per the drawing and technical specifications Clause 1606.1 in cement concrete 1:3:6 (one cement : three sand : six graded, crushed stone aggregate 20mm (twenty millimetre) nominal size, with thickness of concrete 10cm (ten centimetre) of size 0.45 x 0.30mtr. (zero point forty five into zero point three zero metre) including cost of earth work in all kinds of soil and cost of from work with steel plates as per MORD specifications including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Vijay Kumar