Repair to T2 to Pasiapada in the District of Puri for the year 2025-26.

Cleaning and grubbing road land including uprooting rank vegetation grass bushes shrub, supplying & trees of girth upto 300mm removal of stumps of cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of a 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness etc. complete as per direction of Engineer-in-charge.

Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to recive bituminous as per specification and direction of Engineer in charge.

Labour for scraping cleaning the road surface applying tack coat using 3.0kg of bitumen for 10 sqm and laying 37.5mm thick built up spray grouting in one layer using 0.45cum of 25mm to 40mm size hard granite metal & 12.00kg penetration grade of bitumen for 10 sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 sqm spreading over & laying including heating pouring & spreading over & spreading bitumen metal & chips & rolling with PRR including hire & running charges of PRR, tar boiler & all other T&P articles but excluding cost & conveyance of bitumen, metal & chips etc. complete as per the specification and direction of the Engineer-in-Charge.

Providing and applying tack coat using bitumen @0.20 kg per sqm on the prepared granular surface / bitumenous surface cleaning with hydraulic brooms including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.

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 including cost, conveyance, royalty, taxes, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing, laying, spreading & 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 sub base/base course on well prepared surface & compacting with vibratory roller to achieve the desired density as per clause 406 of MoSRT&H specifications for road & bridge works.(4th Revision) as per the specification and direction of the Engineer-in-Charge.

Providing and laying semi dense graded bituminous concrete with batch type hot mix plant using crushed agreegates of specified grading , premixed with bituminous binder of 60/70 penetration 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 wheeled ,vibratory and tandem rollers to achive the desired compaction as per clause 508 of MoSRT&H specification for the road and bridge works (4th Revision) as per the specification and direction of the Engineer-in-Charge.

Construction of embankment with approved materials obtained from borrow pits with all leads and lifts and transporting to site by mechanical means within a lead of 5 Kms, spreading, grading to required slope & compacting to meet requirement of Tables 300-2 & Clause 305 of MOSRT&H specifications for road & bridge works (4th revision) etc. complete as per direction of the Engineer-in-Charge.

Providing the road surface in the both sides of berm manually with approved quality of moorum including all labour charges for spreading, laying, levelling for the work including cost, conveyance, royality and taxes of all materials, finished item of works as per the specification and direction of the Engineer-in-Charge.

Earth work in ordinary soil in embankments, roads etc. within 50m initial lead & 1.5m lift including rough dressing & breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 0.3m in depth and as per specification approved by the department along with proper compaction with PRR etc. complete as per spefifcation and direction of the Engineer-in-charge.( Measurement to be taken on hte finished compacted section of the fill).

Supplying and filling in foundation & plinth with sand well watered & rammed including all cost, conveyance, royalities of the materials labour T&P etc. complete as per specification and direction of the Engineer-in-Charge.

Providing and laying Cement concrete of proportion (1:3:6) in foundation using 40mm nominal size clean black hand broken granite stone metal of approved quality from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level, ramming, watering, curing etc. complete including cost and conveyance of all materials with all taxes and royalities and labour with T&P required for the work etc. complete as per direction of the Engineer-in-charge.

Supplying & fixing of 80mm thick cement conrete interlocking paver balock of M-40 grade of approved make , design , colour & size made by block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRCSP-63:2018.