SR to Bankel to Makripada road such as Renewal coat of SDBC with Pothole repair, Shoulder repair under Muribahal Block for the year 2025-26

Clearing and grubbing road land including uprooting rank vegtable, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 mtr including removal and disposal of top organic soil not exceeding 150mm in thickness etc. compete as per direction of the Engineer-in-charge .

Labour for spreading metal for pot hole repair and consolidation with PRR including conveying spreading of filler materials and filling the intersticks by spreading the same over the surface.watering and consolidation with PRR complete but including cost, conveyance of metal, filler materials etc. complete as per specification and direction of Engineer in charge.

Cleaning the existing granular base/B.T. surface including removal of binding materials and other foreign materials with wire brushes etc. complete as per direction of Engineer-in-charge.

Providing and applying primer coat with bitumen emulsion on prepared surface of garanular base including clearing of road surface and spraying primer at the rate of 0.06kg sqm using mechanical means as per clause 502 of MORT&H specifiacations 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)

Providing and laying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing and average 75 tone per Hour using crushed aggregate specified grading, premix bituminous binder @ 4.5 to 5 per cent of mix and Filler, transporting the hot mix to works site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheel, vibratory and tandem rollers to achieve the desire compaction as per MoRTH specification clause No. 508 data book page-135.

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. Causionary Sign Board,90 cm equilateral Triangle.

Information Board, 800 mm x 600 mm rectangular

600 x 450 mm Place identification Sign Board

Traffic sign board 60 cm Circular

Providing Ordinary km Stone as per approved drawing & specification including cost of all materials, T&P, labour, painting, figuring & fixing etc., complete as per direction of the Engineer-in-charge.

Painting two coats including prime coat with enamel paint of approved brand of concrete / steel surfaces after through cleaning of surface to give an even shade as per drawing and technical specification etc. complete as per direction of the Engineer-in-charge.

Earth work excavation in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the E-I-C.

Filling foundation and plinth with sand well watered and rammed including all costs etc. complete as per direction of Engineer-in-charge.

Cement Concrete(1:3:6) using 40mm.size C.B. chips including all cost etc. complete as per direction of Engineer-in-charge.

Cement Concrete(1:2:4) using 12mm.size C.B. chips including all cost etc. complete as per direction of Engineer-in-charge.

Supplying and Installing of measurement stones including painting. Lettering in accordance with the specifications and as approved by the Engineer

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