Improvement work of the road from B-324 to C-53 via graveyard in Ward-55 B-Block by Danes.

S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge

Consolidation for above stone ballast &gsb including open stacks sorting into three size compacting by 8 tonn road roller including hire fuel charge including required compaction etc all complete as per the direction of engineer in charge.

Providing applying tack coat with bitumen VG 10 Grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared graunlar surface treated with primer and cleaned with hydraulic broom as per technical specifications causes 503 RMR

Providing and laying dence grade bituminous macdam with HMP.producing and average output of 75 tonnes per hour using crushed aggregate from approved quarry of specified grading premixed with bituminous binder(VG-30)@4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrestatic paver finisher to the required grade,level alignment,rolling with smooth wheeled vibratory and tandern rollers to achieve the desired compaction. RMR

Providing applying tack coat with bitumen VG 10 Grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared graunlar surface treated with primer and cleaned with hydraulic broom as per technical specifications causes 503 RMR

Providing and laying dence grade bituminous macdam with HMP.producing and average output of 75 tonnes per hour using crushed aggregate from approved quarry of specified grading premixed with bituminous binder(VG-30)@4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrestatic paver finisher to the required grade,level alignment,rolling with smooth wheeled vibratory and tandern rollers to achieve the desired compaction. RMR

Providing and laying dence grade bituminous macdam with HMP.producing and average output of 75 tonnes per hour using crushed aggregate from approved quarry of specified grading premixed with bituminous binder(VG-30)@4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrestatic paver finisher to the required grade,level alignment,rolling with smooth wheeled vibratory and tandern rollers to achieve the desired compaction. RMR

Reflective Raised Pavement Markers ( Cat Eye / Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be moulded from ASA ( Acrylic Styrene Acrylonitrite or HIPS ( High - Imoact Polystyrene ) or Acrylonitrite Butadien Styrene ( ABS ) Suggestivor Any other suitable material approved by the Engineer . The Marker shall 8 support a load of 13,635 kg tested in accordance with ASTM D4280 . The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face . Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent . The slop or retro - reflecting surface shall preferably be 35 +/- 5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & amp ; Width shall not exceed 130 mm . The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture , epoxy installations , excess adhesive around the edge of the marker , excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be moved . The contractor shall submit a two year warranty for field performance including stipulated retro - reflectance of the ang panel to the Engineer . In addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers . In case the markers are displaced , damaged , get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost . The rate shall include all materials , labour , T & amp ; P , transportation , installation and incidentals all complete as per direction of the Engineer - in - Charge