R/R damages on Sainj Chopal nerwa Feduj road km 20/0 to 90/0, Nerwa Bassa to Village Dhadu km 0/0 to 6/500

Amount

WBM Grading I P/L spreading compacting stone aggregate or specific size to wate bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100km in stages as per proper grade and camber applying and brooming stone screening watering and compacting to required density grading and compacting to the required density grading I as per technical specification clause 405 (b) by Mechnical means)

WBM Grading II P/L spreading compacting stone aggregate or specific size to wate bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100km in stages as per proper grade and camber applying and brooming stone screening watering and compacting to required density grading and compacting to the required density grading II as per technical specification clause 405 (b) by Mechnical means)

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 whled 80-10 static roller in stages to proper grade and camber, applying and stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grade III and as per clause 405 by mechanical means Gr.III.

Provinding and appling tack, coat with bitumen emulsion (SS-I @ 0.25 to .030 kg per sqm. On the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 including carriage of all labour material and equipments to various location through all mode of transportation as per HPPWD specification 1990 volume first in all leads as per the direction of Engineer in charge at site.

Provinding and appling priming , coat with bitumen emulsion (SS-I ) @0.70 to 1.00 kg per sqm. On the prepared dry and hungry bituminious surface cleaned with hydraulicbroom as per technical specification clause 503 including carriage of all labour material and equipments to various location through all mode of transportation as per HPPWD specification 1990 volume first in all leads as per the direction of Engineer in charge at site.

Provinding and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder, tranported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade , level and alignment and rolled to achieve the desried compaction as per technical specification clause 504 including carriage of all laboure material and equipments to various lacations through all mode of transportation as per HPPWD specification 1990 volume -I. as entire satisfication of Engineer incharge.

Provinding laying bituments concrete with 100-120 TPh batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregate of specified grading, premix with bitumenious binder @5.4 to 5.6 percent of mix and filler transporting hotmix to work site laying with a hydrostatic paver finisher with censor control to the required grade , level and alignment , rolling with smooth wheeled, vibratoryand tendem roller to achieve the desired compaction as per MORTH specification clause no 509 complete in all respect including carriage of all laboure material and equipments to various lacation through all mode of trasportation as per HPPWD specification 1990 Volume first in all leads as per the direction of engineer in charge at site.

Provinding and supplying of highy density engineering grade prismatic sheeting 50.8 mm ( Fifty point eight millimerter ) in yellow and white colour at site with in all leads and lifts as per the entire satisfaction of Engineer in charge. Including carriage oa all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol. I , as per entire satisfication Engineer incharge.

Supplying and stacking of dual direction delinator made of dia 18 gauge ectangular pipe of size 25*63 mm (twenty five into sity three millimeter ) and of length 600 mm pipe stove enamled and baket to 120c/power coated head made of ABC plastic rounded mouled with flate face provided with the highy intensity prismatic reflector of colour (white/red of size 100*125) hundred into one twenty five ) with dditional to reflective strips of 20 mm (twenty millileter )wide makegreen lite including carriage of all labour, material and eqipments to various lacation through all modes of transportation asper HPPWD specification 1990 vol. I as per entire satisfication of Engineer incharge.

Lok Pal Rathour