Construction of H. L. Bridge over river Bahuda at Ch.6.823km on Dekhali - Nuapada road in the District of Ganjam for the year 2026-27

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000m lead including cost of all labour, machinery etc complete as per Technical Specifications and Clause-201 of MoRT&H Specifications for Road & Bridge works (5th Revision).

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m in all respect as per approved drawing and Technical Sepction as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direciton of Engineer-in-Charge.

Excavation for road way in hard rock (blasting prohibited) with rock breakers including breaking rocks, trimming bottom & side slopes as per requirements and transporting upto 1000m lead with cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision).

Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing andtechnical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision).

Providing compacted granular materials in shoulder by using moorum of approved quality, watering and compacting with PRR to achieve the required density in OMC complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 401 and 408 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.

Construction of granular sub-base by providing Close graded Grading-VI Material as per table 400-2, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section-2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as direction of Engineer-in-Charge.

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cooking the surface,including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and an approximate spacing of 10 cm center to center in both direction, pressed into surface when the temperature of surfaces is not less than 100° C, protruding 1 mm to 4 mm over mastic surface, all complete as per Clause 515 of MoRT&H Specifications for Road & Bridge works (5th Revision).

Providing & laying Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501, 503 and 507 of MoRT&H Specifications for Road & Bridge works (5th Revision