Improvement of Kakatpur- Konark Road (Maa Mangala temple Kakatapur front Road) from 0/000 km to 0/530 km in the district of Puri under State Plan for the year 2025-26

Clearing and grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per section 200, clause 201 of the MoRT&H Specifications for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as per direction of the Engineer- in- charge.

Earth work in excavation for road works toe wall and CD works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density for embankment construction & Clause 305, section-900 of MoRT&H Specifications for Road & Bridge works (5th Revision)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 and as per clause -305 of MoRT&H Specification for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as per direction of the Engineer - in - Charge.

Construction of Granular sub-base by providing Grading-VI material as per table 400-2, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision)

Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specification as per clause 406, section 900 and all relevant sections/ clauses of the MoRT&H Speification for road & Bridge works (5th Revision) & including all cost i.e cost of all matericals,all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.

Providing100*100*75mm Cobble Stone on footpath including cemeent sand mortar of 1:4 as per Drawing and Technical Specifications including cost conveyance of all materials, labour,and(T&P) required for the work etc comple and as per direction of Engineer in charge layers.

Dismantling of Prestressed / Reinforced cement concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per Clause No.202 of MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Plain cement concrete M-15 inSub Structure including centering and shuttering with crushed stone aggregates 20mm size and mixed , placed in foundation and compacted as per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.