Job 3 Construction of link road Nagnoli to Harizan basti (via Mohalla Brahmana, Gujran Chooti khad Tehsil Haroli Distt. Una km..0-0 to 3-345 Sub Head P.L Embankment, GSB, WMM and Tarring in km. 2-548 to 3-055 Under SCCP

Amount

Construction of embankment with approved materials obtained from borrow pits and transported to the site spreading in layers of suitable thickness and exceeding 200mm( two hundred millimeters) and compacted with 80-100 KN.static/ vibratory road roller to meet the requirements of table 300.1 and 300.2 specifications to lines,grades,level and cross sections as per drawings or directions of the Engineer-in-charge including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water wherever required including handling of materials for construction of embankment within all leads and lifts.The rate shall include carriage of machineries, equipment, tolls and materials and safety measures, payment of all taxes and octori incidentials necessary to complete the work in all respect as per direction of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentials.The rates are inclusive octori, royality, malkhana, toll tax sale tax or other taxes imposed by the Govt.

Construction of Granular Sub Base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause for grading I material including carriage of materials within all leads and lifts and other incidentals The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..

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-base/ base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN (Eighty to hundred kilo newton) capacity to achieve the desired density including lighting barricading and maintenance of diversion etc. as per tables 400.11 & 400.12 and technical specification clause 406. including carriage of material within all leads and lifts and other incidentials.The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..

Providing and applying evenly a primer coat with bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg (zero point seventy kilogram to one point zero kilogram) per square metre using mechanical means as per technical specification clause 502 and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts. and other incidentals.The rate including octroi royality,malkana toll taxes,GST, labour cess or taxes imposed by the Government

Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 kg.per sqm(Zero point twenty five to zero point thirty kilogram)per square metre.on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification .clause 503 including carriage of materials within all leads and lifts and other incidential. The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..

Providing and laying bituminous concrete 30mm (thirty millimetre) thick with 9.5mm ( nine point five millimetre) nominal minimum aggregate size with 100-120 TPH ( one hundred to one hundred twenty tonne per Hour) (Hot Mix Plant) producing an average output of 75 (seventy five) tonnes per hour premixed with bituminous binder VG-30 @ 5.5% (five point five per cent) minimum agrregate grading as per table 500.15 and Filler @ 2% ( two per cent) of weight of aggregates as per clause No. 509.2.4.2 design mix as per clause 509.4.3.2 transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade,camber, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH -2014 specification clause No. 509 complete in all respects The Hot Mix Plant should be situated with in the distance of 30Km (thirty kilometre) from work site including entire carriage of material within all leads and lifts and other incidentials and as per the direction by the Engineer-in-charge .The rates are inclusive octroi, royality,malkana ,toll tax,GST,labour cess or other taxes imposed by the Government. .

Mehta Enterprises