Providing connecting Road from Main road near Laxman Project entrance to Kuchena village approach road of Gevra Area

Amount

Item Description/ Heading

Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.

Construction of granular sub base as per table 400-1 construction of granular sub base by providing close graded material, carriage of mixed material to work site, spreading in uniform layer with motor graded on prepared surface watering rolling and compacting with vibratory power roller at OMC to achive the desired density complete as per clause 401 Plant mix method (with Mechanically crushed stone only) for grading-III Material

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specification

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications @ 0.40 kg per sqm (Non-bituminous surfaces) granular base not primed.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications @ 0.25 kg per sqm (normal bituminous surfaces)

Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications Using Drum Mix Plant of appropriate capacity. for GradingII(19 mm nominal size) bitumen content 3.5%

Bituminous Concrete providing and laying bituminous concrete using crused aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. for Grading-II (30-45 mm thickness) with 60/70 bitumen (VG-30)

Total impact of GST for the purpose of CTC

BHAAVINI INFRATECH

VIKASH KUMAR AGRAWAL