Resurfacing of internal road of North Goa District Hospital (Asilo Hospital) in Mapusa Constituency.

Dismantling the tile work in floors and roofs laid in cement including stacking of materials within 50 meters lead for thickness of tiles 10mm to 25mm.

Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.

Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 metre as per MORTH Specification 202

Cleaning of the existing black topped surface with brooms soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. etc. Complete

Filling of potholes with bituminous concrete and removal of all failed material trimming of completed excavation to provide firm vertical faces cleaning of surface painting of tack coat with 0.24 kg/sqm on the sides and base of excavation as per Clause 503 back filling the pot-holes with hot bituminious material @ 4.59 kg/sqm to an average thickness of 40 mm as per clause 504 compacting trimming and finishing the surface to form a smooth continous surface all as per per MORTH Specification 3004.2>Grade - I ( 19 mm nominal size)

Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.

Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503.>Bitumen 80/100@ 0.375 kg/sq.m

Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503.>Bitumen 80/100 @ 0.20 kg/sq.m

Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix transported to site with all leads laid over a previously prepared surface with sensor paver finisher to the required grade level and alignment and rolled with smoth wheeled roller and vibratory roller to achieve the desired compactionusing antistripping agent complete as per MoRT&H Specifications Clause 504>Grade-II (19mm nominal size)@3.3% of Bitumen-mix>Antistripping agent @ 0.5% of bitumen content

Providing and laying bituminious concrete with 40-60 TPH Drum Mix type Hhot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminious binder to mix with filler transporting the hotmix to work site with all leads laying with a hydrostatic/hydraulic paver finisher with sensor control to the required grade level and alignment using antistripping agent rolling with smooth wheeled vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509>Grade-II (13mm nominal size) @ 6.0% Bitumen of grade 60/70>Antistripping agent @ 0.5% of bitumen content