S/R to RD road to Tentulipatna road for the year 2025-26

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge.

Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)

Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)

Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).

Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47

Reinforce Cement Concrete M15 grade Kilometer stone of standard design as perIRC:8 fixing in position including painting and printing etc as per drawing and technical specification (Guard Stone)

Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class B retro-reflective sheeting of high intensity & high intensity prismatic grade sheeting of encapsulated lens type vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low excavation, curing etc. complete, under supervision of Engineer-in-Charge. (1200 mm x 900 mm Rectangle)

Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade retro-reflective sheeting of encapsulated lens type vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick or A.C.P. (Aluminium composite panel) used for sign with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with overall thickness of 4 mm and aluminium thickness of 0.5 mm on both sides supported on mild steel angle post 75 mm × 75 mm × 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm × 45 cm × 75 cm, 60 cm below ground level as per approved drawing including cost, conveyance, royalty, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge. i) 600 mm equilateral triangle .

ii) 600 mm Circular

iii) (60 cm × 45 cm rectangular)