SR to Bijighat to Makhapali roadnsuch as Pothole Repair, Berm dressing, Moorum topping under Muribahal Block for the year 2025-26

Clearing and grubbing road land including uptooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposalof top organic soil not exceeding 150 mm in thickness. etc. complete. as per direction of the Engineer-in-charge .

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement as per direction of 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 and 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 & Bridge works (4th Revision).

Providing and applying Tack Coat with Bitumen Emulsion RS using bitumen 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)

Labour for laying 20mm thick premix carpet using 0.23cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg penetration grade of bitumen for 10sqm including hand packing to proper camber & consolidation with PRR including hire & running charges of PRR, hot mix plant, bitumen boilers & all other T & P articles but excluding cost & conveyance of chips & bitumen complete as per specification & direction of the Engineer-in-charge.

Labour for laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6.7mm size and down graded chips as per sieve analysis and 6.8Kg of bitumen per 10sqm.including hire and running charges of PRR, hot mix plant, tar boiler and all other T&P articles but excluding cost and conveyance of chips and bitumen complete as per specification & direction of the Engineer-in-charge.

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 boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4 mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 75 cm, 60 cm below ground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge. 90 cm equilateral Triangle.

800 mm x 600 mm rectangular

600 x 450 mm Place identification Sign Board

Plain Cement concrete PCC Grade M20 in open foundation complete as per Drawing and tecnical specifications with cost of all labour and materials.

White washing two coats with Shell lime per 1 Sqm. incl. cost of all material,T&P and labour etc. compete as per direction of the Engineer-in-charge .