Restoration of road after laying of 11KV cable by TPCODL GAIL India LTD and Udit Dwelling PVT. LTD on Jayadev Vihar-Nandankanan Road from ch. 6.00km to 12.00km

Earth work excavation of foundation trenches in hard soil including dressing and leveling the bed up to the required depth and disposing the excavated materials at places away from the work site with initial lead and lift, including shoring, shuttering including cost of all labour, sundries & T & P etc. required for the work complete as directed by Engineer-in-charge.

Supplying and filling in foundation trenches and plinth with coarse river sand well watered and rammed in layers not exceeding 23 cm. in depth with all leads and lifts including cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer in charge.

Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard (crusher broken) granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering and curing etc. complete to required levels laid in layers not exceeding 6” thick including cost, conveyance, royalties and taxes of all materials and cost of all labours, watering and curing, sundries and T&P required for the work etc. complete as directed by Engineer-in-charge.

Cement concrete of prop.(1:1½:3) in foundation and floors using 12mm to 20mm size black hard (crusher broken) granite chips (20mm size not to exceed 25%) of approved quality from approved quarry including laying & compacting concrete, watering and curing including cost, conveyance, royalties and taxes of all materials and cost of all labour, sundries and T&P. etc. required for the work complete in all respect as directed by the Engineer in charge.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributer at the rate of 0.20kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H specifications for road and bridge works(4th Revision)

Providing and laying 50mm thick Bituminous Macadam using crushed aggregates of Grading-II & 60/70 penetration grade bitumen 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 MoSRT&H specifications for Road and Bridge works (4th Revision)

Providing & laying Bituminous Concrete of grading -II using crushed stone Gr.-II materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501, 503 and 508 of MoRT&H Specifications for Road & Bridge works (4th Revision).

Carriage of excavated/over burden earth and/or dismantled debrises from the site and disposing off the same within 5 km. lead by mechanical transportation including hire and running charges of machineries, cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer-in-charge.

Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms. Per Sqm. area (for road marking) 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 in all respect as per Clause 803.1, 803.2, 803.4.1, 803.4.2, 803.4.3, 803.4.4, 803.4.5, 803.4.6, 803.6 to 803.8 of MORT&H specification for road and bridge work (4th. Revision) and direction of Engineer-in-charge.