Construction of link road from House of Sh. Kulwant Chopra to Sh. Ram Chand in village Bakarti km 0/0 to 0/750

Amount

Preparation of sub grade by dressing to camber(Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specification and as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Consolidation of sub grade with road roller including making good the undulation etcetra with earth or quarry soil etcetra and re-rolling the sub-grade complete as per HP.PWD specification and as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Construction of granular sub base by providing well graded material mixing in mechanical mix plant at OMC carriage of mixed material to site of work upto all leads spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 including entire carriage of materials in all leads and lifts as per the direction of Engineer-in-Charge.

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 as per direction of the Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.

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 including carriage of material in all leads and lifts.

Providing and laying 25mm (Twenty five millimetre) thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler specified material VG-10 at the rate 5.4 (five point four ) per cent of mix prepared with addition of silane Nonotechology (ZycoTherm) at the rate of 2% ( two percent) by weight of bitumen in bitumen and filler as per job mix formula, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 as per direction of the Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.

RAJESH KUMAR GOVT CONTRACTOR