Carrying out road repair work in patches of existing bituminous road from view point to manager office of NMUG to OC Mine under New Majri Sub Area of Majri Area.

Providing and constructing 75 mm thickModified Penetration Macadam (MPM) road surface including all materials , preparing the existing road surface , spreading 40 mm stone metal layer 30% crusher broaken and 70% hand broaken ( by breaking rubbles obtained by blasting) heating and spraying the bitumen of specified grade @ 2.00 kg/ sqm spreading 12 mm chips compacting with three wheeled static roller having weight 8 to 10 MT to achieve the required degree of compaction as per technical specifications clause 506 etc complete including picking of existing WBM surface ( VG-30 bulk bitumen rates are considered to arrive at rates )

Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications (i) @ 0.25 kg per sqm (normal bituminous surfaces

Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. b) Using Drum Mix Plant of appropriate capacity. (ii) for GradingII(19 mm nominal size) bitumen content 3.5%

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification. (ii) Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of specification (ii) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen of suitable grade all complete as per clause 511 of specification

Earth work in excavation by mechanical means in drain / nallah of required size & shape in ordinary soil, soft rock, muddy soil etc. & disposal of excavated earth by levelling & dressing to a lead of 0 to 25 metres from the edge of nallah as per the instruction of the Engineer-in-charge including all lead & lift, hire charges & running cost of all machines, driver, khalasi, chowkidar etc. all complete.

Scarifying existing bituminous surface to a depth of 50mm by mechanical means Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters

Total impact of GST for the purpose of CTC