Job 3 A.R and M.O of link road Kuthar Kalan to Rakkar via Jalgran Road km. 0-0 to 3-0, Link road Behdala Chattara Pirnigah Road km. 5-700 to 6-700 and Link road GHS Behdala to Khinderian an Plasrian km.0-900 to 3-0 Sub Head P.L Patch work in various

Amount

Providing,laying spreading and compacting 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 weight to achieve the desired density including lighting,barricading and maintenance of dicversion etc. as per tables 400.11 & 400.12 and tech.spec.clause 406 by mechanical means including carriage of materials within all leads and lifts

Providing and applying evenly a prime 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 seven zero to one point zero ) per square metre using mechanical means as per technical specification and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals.

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 two five to zero point three zero )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

Providing laying and rolling of open grades premix carpet of 20mm ( twenty millimeter) thickness composed of Type-A 13.2mm ( thirteen decimal two millimeter) to 5.6mm ( five decimal six millimetre aggregate at the rate of 0.27 cum(zero point two seven cubic metre)mixed with using penetration VISCOSITY GRADE-10(TEN)PAVING BITUMEN at the rate of 14.6kg(fourteen point six kilogramme)(VG-30)per 10sqm(ten square metre)of road surface to required line,grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate suitable plant laying and rolling with a three wheel 80-100 ( eighty to hundred )KN static road roller manually capacity finished to required level and grade to be followed by seal coat as per . technical specifications clause No. 508 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts

Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per technical specification clause 510 using VISCOSITY GRADE-10(TEN) PAVING BITUMEN at the rate of 6.8kg(six point eight kilogram)premixed with 0.06cum(zero point six) cubic metre of fine aggregate per 10 Sqm. ( Ten square metre) heated in mini hot mix plant and laying manually of mixed material and rolling with power road roller 8-10 ( eight to ten capacity) including carriage of material labour and equipment required to execute the work to the site of work complete in all respect including carriage of material within all leads and lifts

Nitish Thakur