Directorate Of Urban Local Bodies Tender

Consolidation stone aggregates of 45-63mm/22.4-53mm size to water bound macadam,specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming crushable screening to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405.

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 bituminous concrete with HMP. crushed aggregate from approved quarry of specified grading premixed with bituminous binder(VG-30)@5.4 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.

P/L of hot applied thermoplastic compund 2.5 mm thick including reflectorising glass leads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied Glass beads as per IRC:35-2015 The finished surface to be level,uniform and free streaks and holes.

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

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern

Concrete with 40mm gauge B/ballast F/sand, cement in ratio 1:6:12 (SOR.No. 273 2022)

M-150 Brick work in 1:4 one cement and four course sand mortar in foundation and plinth Including suppy of all material labour,T&P etc required for proper completion of the work

P.c.c in 1:2:4 with 2 cm gauge stone grit of instead of 4 cm gauge stone ballast etc all complete.

GST