AMP of RD road to Amkuni road for the year 25-26

Scaryfying the existing bituminous road surface to a depth of 50mm and disposed of scarified materials within all lifts lead up to 1000meters etc complete asper direction of Engineer in charge.

Reworking the scarified BT surface after supplementing the base materials with sand and rolling with PRR including all cost complete as per direction of Engineer in charge.

Clearing grass and removal of rubbish up to a distance of 50m girth outside the periphery of the area etc complete asper direction of Engineer in charge.

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

Providing laying spreding & compacting graded stone aggregate to wet mix macacam specificationincluding pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, layng in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibrator roller to achieve th desired compaction as per clause 406 of MoSRT&H specifications for road and bridge works.

Cleaning existing granular surface including removal of foreign materials with wire brushes and small picks, seeeping with brooms or soft brushes and finally dustong with old gunny bags and / or compressed air to receive bituminous treatment etc complete asper direction of Engineer charge.

Providing applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.4kg/sqm using mechanical means as per technical specification clause 502 of MORD forlow 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 and laying Semi Dense Bituminous Concrete using crushed aggregate of grading-2 materials premixed with bitumenous binder@ 4.50 to 5.00%of mix and filler, transport the hot mix to work site, laying with a hydroststic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MoRT&H Clause No. 508 of MoSRT&H specifications for Road & Bridge works (4th Revision)

Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage ofmaterials etc complete asper direction ofEngineer in charge.

Maintenance of Hume pipe culvert by way of clearing cleaning erosion repair repairs to cracks parapet wall and protection work as per drawing and technical specification clause 1908 etc complete asper direction of Engineer in charge

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scrapping etc as per MORD technical specifiction clause 1915 as per direction of the Engineer in charge. (600mm dia single row)

Providing plain cement concrete with CC (1:2:4) using 12mm size h.g. chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting including wtering curing cost conveyance royalities and taxes of all materials cost of all labour with cost of allT&P required for the work etc complete.

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 epr drawing an technical specification clause 1703 of MORD etc complete asper direction of Engineer in charge.

Providing fixing 200 mtr stone as per approved drawing and specification including cost of all materials T&P labour painting figuring and fixing etc complete asper direction of Engineer in charge.

Reinforced cement concrete M15 grade guard stone/ local stone of standard design as per IRC:25 fixed position including finishing as per drawing and technical specifiction clause of MORD ( fixing of berm) etc complete asper direction of Engineer

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm widthand required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural roads of required shade and colur supported and welded on 47mmx47mmx12 SWG sheet tube firly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600mm below ground level as per approved drawing clause 1701.2.2 (i) 600mm Circular

800mmx600mm Rectrangle

600mm Eqilateral & Triangle