Job 8 Construction of link road Petrol Pump Bhadsali to Una Hoshiarpur to Pandoga to Har Saina abadi Sub Head Providing and Laying earth filling, GSB WMM, Premix Carpet with seal coat RD.0-800 to 1-610 Under OTMNP

Amount

Construction of embankment with approved materials obtained from borrow pits and transported to the sirte 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 laying and rolling of open graded premix carpet of 20mm ( twenty millimetre) thickness composed of 13.2mm ( thirteen decimal two millimetre) to 5.6mm ( five decimal six millimetre size aggregate at the rate of 0.27 cum(zero point two seven cubic metre)mixed with penetration grade bitumen binder VG-30 at the rate of 14.6 kg. per ten square metre and laying with paver finisher to required line grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100 ( eighty to hundred )KN static road roller capacity finished to required level and grade to be followed by seal coat of either typeA or type B or type C mechanically as per . technical specifications clause No. 508 (Bitumen VG-30 ) as per the entire satisfaction and direction of Engineer – in- Charge 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 seal coat sealing the voids in a bituminous surface laid to the specified levels ,grade and cross fall using type B at the rate of 6.8 kg (six point eight kilogram)per ten square metre mixed with crushed sand defined as passing 2.36mm sieve at the rate 0.06 cum (zero decimal zero six cubic metre) per ten square metre as per technical specification clause 510 By mechanical means type B Bitumen (VG-30) as per the entire satisfaction and direction of Engineer – in- Charge 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..

Reena Kumari

Balbir Singh Govt Contractor

Nitish Thakur

Shiv Kumar