Pastipada chhak to Boreguda_Road_SDBC_0.000 to 2.350

Clearing grass and removal of rubbish up to a distance of 50 metres out side the periphery of the area with all cost conveyance royalty, taxes of the materials and labour with T&P required for the work etc. complete or as directed by the Engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 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 (4th Revision)

Providing and applying Primer coat with bitumen emultion on prepaired surface of granular Sub-base including clearing of road surface & sparying primerat the rate of 06 kg/sqm using mechanical means as per clause 502 of MOSRTH Specification for road and bridge works (4th revision) with all cost conveyance royalty, taxes of the materials and labour with T&P required for the work etc. complete or as directed by 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) with all cost conveyance royalty, taxes of the materials and labour with T&P required for the work etc. complete or as directed by 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 enetration 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) with all cost conveyance royalty, taxes of the materials and labour with T&P required for the work etc. complete or as directed by the Engineer-in-charge.

Earth work in excavation of foundation 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 the direction of the Engineer-in-charge.

Filling Sand and constructing wel compacted drainage layer above the sub-grade of road work with approved quality of dust free washed course to medium sand and as per direction of the Engineer-in charge.

Providing Cement Concrete M-15 with nominal size stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including all cost & conveyance of all materials and labour with T&P required for the work with all taxes and royalities complete in all respects and as directed by the EIC. 8.1 Foundation

Above Foundation

Providing and laying reinforced cement concrete pipe NP3 for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per MORD technical specification Clause 1100 etc. complete as per direction of the Engineer-in-Charge. (1000 mm dia SR)