Restoration of rain damages to link road SDM Complex to Atal Bihari Bajpai CricketStadium Nadaun via Sericulture Office

Amount

Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer(pug mill) carriage of mixed material by tipper to site laying in uniform layers in sub bases/ base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN (eighty to hundred) weight to achive the desired denisity including lighting barricading and maintenance of diversion etcetra as per table 400.11 &400.12 and technical specification clause 406 including entire carriage of material within all leads and lifts and other incidentals.

Providing and applying evenly priming coat with low porosity bitumen emulsion SS-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00kg/sqm (Zero point seven zero to one kilogram per square metre) using mechanical means as per technical specification clasue 502 and as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malakana, toll tax, sale tax or other taxes imposed by the Government.

Providing and applying tack coat with bitumen emulsion RS-1 of using emulsion distributed @ 0.25 KG to 0.30 KG per sqm (Zero point two five kilogramme to zero point thirty kilogramme per square metre) on prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503 and as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malakana, toll tax, sale tax or other taxes imposed by the Government.

Providing and laying SDBC with 100-120 TPH bath type hot mix plan producing an average ouput of 75 tonnes (Seventy five tonne) per hur using crushed aggregate of specified grading premixed with bituminous binder @ 5.4 to 5.6 (Five point four to five point six) percent of mix and filler transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratorh and tandem roller to achieve the desired compaction as per MORTH specification Clause No. 5090 complete in all respect and as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malakana, toll tax, sale tax or other taxes imposed by the Government.

Arvind Sharma