Improvement of Road from Mahanadi Embankment to Kathajodi Embankment via Biju Pattnaik Park from 0/000 km to 0/823 km in the district of Cuttack under State Plan for the year 2025-26

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 to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for road work in soil with hydraulic excavator of 0.9cum 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 locations with all lifts & leads up to 1000m.as per approved Drawing & Technical Specifications and as per Clause - 301 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

Disposal extra soil deposited from road way cutting with tipper lead upto 10 Km

Construction of Granular Sub-Base by providing 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.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam as per Clause No.4046 of MoSRT&H 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 and compacting with vibratory roller to achieve the desired density.

Providing Tack coat on prepared surface with bitumen emulsionpressure 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 (Latest Revision).

Providing and laying Dense Bituminous Macadam (Grading-II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, 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 achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

Providing and laying Bituminous Concrete (Grading-II) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5% of mix and filler, 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 achieve the desired compaction as per MoSRT&H specification clause No. 509 complete in all respects

Providing ,laying factory made 80 mm thick cement concrete interlocking paver blocks of M-30 grade made by block making machine with strong vibratory compaction of approved size and shape laid over 50mm thick compacted bed of course sand layer including filling sand in the interstics/ joints, including cost conveyance of all materials, labour, and (T&P) required for the work etc comple and as per direction of Engineer in charge.

P.C.C.M-15 Grade in Foundation of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and as per Clause - 803.4 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

Providing and fixing of Bi-directional retro reflective raised pavement markers of approved colour, quality & make confonning I to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T &P etc. complete.

Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 1.5mm thick supported on mld steel angle post 75m x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing . (a) Mandatory sign 90 cm high octagonal

(b) 90 cm equilateral triangle

(c) 60 cm circular

(d) 80 cm x 60 cm rectangular

(e) 60 cm x 45 cm rectangular

(f) 90 cm x30 cm rectangular