C/O Link road Padhar to Kathyali Hukkal Road Km 0/0 to 3/0

Amount

Providing, laying, spreading and compacting stone aggregate of specific sizes 63-45mm (Sixty three to forty five millimetres) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty by 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-II by manual means as per technical Specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

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 by 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 405 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning the road surface with hydralic broom and spraying primer at therate 0.85kg (zero point eight five kilogramme) per square metre using mechnical means as per MORD Technical Specifictions Clause 502 by mechanical means and as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg (zero point two seven five kilogramme) per square metre on the prepared granular surface and cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 by mechanical means as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

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 carriage of material through all modes of transportation within all leads and lifts and other incidentials.

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 carriage of material through all modes of transportation within all leads and lifts and other incidentials.

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, , steel plates 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 including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound ( where specified ) and wa ter 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.

Sh. Bihari Lal

Vijay Kumar

RITA KUMARI

Rup Singh