Tender Notice No. 17/EE/2023-24, Lot No. 02

Amount

Earthwork in embankment upto 1.5 m height for road embankment/patari and earthwork in embankment to be in 20 cm layers, including mechanical compaction ramming & dressing the surface to required levels and slopes and also including lift up ot 1.5 m and lead up to 5 Km and as directed by the Enginect -in -charge.

Scraping old painted surface including disposal of all scrapped material for a distance of 1 KM to 2 KM as directed by Engineer /Incharge

Providind, laying,spreading and compacting stone aggregate of 63mm to 45mm size to WBM II specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel/vibratory roller 80-100 kn in stage to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density.As per technical specification clause 405 directed by the Engineer -in -charge.

Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Sukrut Stone ballast size to water bound macadam (G-III) specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 directed by the Engineer -in -charge.

Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 kg/sqm using manual Mechaincal Means. As per technical specification clause 502 directed by the Engineer -in -charge.

Providing and applying tack coat with bitumen VG-10 using bitumin pressure distributer at the rate of 0.35kg per sqm in the norms bituminious/ granular surface cleaned with hydraulic broom.As per technical specification No 503 directed by the Engineer -in -charge.

Providing Laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2 mm dala aggregate either using 80/100 penetration grade bitumen VG-10 @ 1.46 kg per Sqm. To required line, grade and level to serve as wearing course on a previously prepared base. Including mixing by mixol laying and rolling with a three wheels 80-100 KN static roller capacity, as per technical specification clause (including cost of bitumen) directed by the Engineer -in -charge.

Providing and laying of seal coat sealing the voids in a bituminious surface laid to specification to the specified levels,grade & cross fall using type c as per techinical Specification Clause 510 directed by the Engineer -in -charge.

M/s. Brijesh Kumar Singh