NH-6 to Pastamunda

Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area etc. complete as per direction of the Engineer in charge.

Flank dressing to proper camber including T&P materials etc. complete as per direction of the Engineer in charge.

Providing, spreading & compacting moorum in berms including watering and compacting to the required density in O,M.C with PRR including cost, conveyance & royalty of materials, labour, T&P required for the work and taxes etc complete as per the direction of Engineer- in- charge.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works

Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface and as per the direction of the Engineer-in-charge.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

Providing laying and rolling of premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means and as per the direction of the Engineer-in-charge.

Providing and laying semi dense bituminous concrete 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 work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

White washing two coats on parapet walls and tree trunks including cost of white washing and preparation of surface by cleaning scrapping etc; complete as per specification and direction of the Engineer-in-charge.

Providing reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MORD.

Ordinary KM stone

200 metre Stone (Precast)

RCC guide posts of 200 mm dia M15 grade

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform

Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of Class-B retro-reflective sheeting ofhigh intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per claue 6.5.2 of IRC: 67-2012 or A.C.P. (Aluminium composite panel)used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminium thickness of 0.5mm on both sides supported on mild steel angle post 75mmx75mmx6mm and periphery supporting member of MS angle of 50mmx50mmx6mm size firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45cmx45x75cm, 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 the EIC.

90 cm equilateral Triangle.(For School)

60 cm x 45 cm rectangular (Village name)

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