Construction of B.T. Road from MC-12 to AHA Matha side at Pandav Nagar in Ward No. 57

Earth work in stoney earth & gravel mixed with stone and boulder not exceeding 0.014 cum in volume within 50mtr initial lead and 1.50 mtr initial lift.

Carriage of Excavated earth by mechanical means within 5 km lead including loading and unloading with all cost conveyance T & P sundries etc complete as per direction of Engineer- in-charge.

PCC in prop. (1:4:8) in foundation and bed using 4 cm size h.g C.B metal of approved quality and approved quarry including hoisting, lowering, laying concrete and compacting the same to required level, with compaction, watering and curing including cost, conveyance, royalties and taxes of all materials with cost of all labours, sundries and T & p such as hire charges of concrete mixer, concrete vibrator required for the work etc complete as per the specification and direction of EI-C

RCC M-25 using 12 mm & 20 mm size c.b.h.g chips of approved quality from approved quarry including hoisting, lowering and laying concrete, watering & curing, finishing the exposed surface smooth, providing grooves or beads where necessary including cost, conveyance, royalties, taxes of all materials and cost of all labour T & P, such as concrete mixer, concrete vibrator etc all complete as per the specification and direction of Engineer-in-charge.

Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small picks sweeping with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bituminous. (Data for 5889 M2)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60Kg/M2 using mechanical means as per clause 502 of MoSRT&H specification for road & bridge work (4th revision)

Providind and laying "BITUMINOUS MACADAM" with hot mix plant using crushed aggregates of specified grading premixed with Bituminous binder of 60/70 penetration grade of bitumen transportred to site laid over a previously prepared surface with a hydrostatic paver finisher with mechanical control to the required grade level and alignment and rolling with smooth wheeled vibrating and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H specification for Road & Bridge works

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site laying with a hydro static paver finisher with mechanical control to the required grade, level and alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road & bridge work.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including rafleat rising glass beads @ 250gms per sqmt area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc complete.