Job 8 Construction of link road to village Lalsingi to Jhalera near brick kiln via Beli Ram km.0-0 to 4-300 Sub Head P.L premix carpet with seal coat and Retaining wall

Amount

Earth work in excavation for all type of road structure and all type of on classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited) such as retaining walls, breast walls, culverts, drains and parapets etcetera as per drawings and technical specification clause 305.1 including carriage of materials within all leads and lifts and other incidential .

Providing and laying mechanically mixed and vibrated concrete for plain/ reinforced concrete in open foundation/ for all type structure complete of plain cement concrete nominal mix 1:4:8 ( One cement :four sand:eight graded crushed /broken stone aggregate 20mm (twenty Millimeter) nominal size in or under wateror ground complete including pumping or bailing out water,dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work as per drawings and technical specification Clause 802.803.1202 and 1203 as per the direction of the Engineer-in- charge ,including carriage of material 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..

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 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 weepholes in brick masonry/ stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100mm(hundred milimetre)dia PVC pipe extending through the full width of the structures with slope of 1(v):20(H)(one vertical twenty horzontial) towards drawing face complete as per drawings and technical specification clause 614,709,1204.3.7 including carriage of material 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

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)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

Vijay Kumar