SR to Bridge over Under Nallah at MDR 40 Kholan to Limpada road such as Painting of Bridge repair of Approach, Fix of Guard stone ,Board under Titilagarh 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 .

Construction of embankment with materials obtained from borrowpits with all lead spreading , grading to required slope and compacting to meet the required table 300-2

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

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 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.

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.

Cement Concrete(1:3:6) using 40mm.size C.B. chips including all cost etc complete

Cement Concrete(1:2:4) using 12mm.size C.B. chips including all cost etc complete