Improvement such as widening and strengthening of Road from Petrol Pump near Governor House to Ganganagar Chhak from 0.000 Km to 0.866.00 Km in the District of Khordha under CRDP for the year 2025-26.

Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and 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 etc.including removal and disposal of top organic soil not exeeding 150mm in thickness as per clause No.201 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and including cost of all labour , T&P royalty etc complete and as per direction of Engineer-in-Charge.

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

Earth work in excavation in all kinds of soil for road way construction as per approved drawings and levels, including rough dressing and depositing the excavated soil at road site for reuse and removal of unserviceable |materials within a lead of 1000m, etc complete as per Clause no. 301 of technical specification for Road & Bridge works MORT&H (Latest revision)and as per direction of Engineer-in-charge.

Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specificaations and disposal of scarified materials within all lifts and lead up to 1000 mtr complete in all respect as per section 900, clause No.503.4.3, 305.8,305.9.5, 501.8.3.2., 501.8.7.2 and 501 .8.8.1 MoRT&H Specification for Road & Bridge works (Latest Revisin) and including Cost of all labour , T&P roylty etc. complete and as per direction of Engineer-in-Charge.

Construction of granular Sub-base by providing Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom 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 MoSRT&H Specifications for road & Bridge works(Latest Revision) and including Cost of all labour , T&P roylty etc. complete and as per direction of Engineer-in-Charge.

Providing Wet Mix Macadum using crushed stone aggregates as per approved drawing and and technical specifications complete in all respect as per Section 900 & clause 406 of MoRT&H Specifications for Road & Bridge works(Latest Revision) and including Cost ,conveyance of all materials, labour, T&P roylty etc. complete and as per direction of Engineer-in-Charge.

Providing and applying primer coat with slow setting bitumen emuletion prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Sc Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with Imechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & |conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge

Providing & laying compacted Dense Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 4.5 % by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory 9 and tandem rollers to achieve the desired compacting as per Clause No.106, Cu |108, 111, 112, 501, 503, 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) |&including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Providing and laying compacted Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specihea grading premixed with bituminous binder of @ 5.4 % by weight of total mix and filler of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all| respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniformn and free from streaks and holes etc. for 11 finished item of work as per approved drawing and technical specificatíon complete in all respect as per Section 900 and Clause 803.4 of MoRT&H specification for road and bridge work (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Supplying, fixing in postion, providing, fabricating, manufacturing different sizes of sign boards with required posts with approved material of sheeting as required including high intensity grid retro-reflective sheeting as per clause 811 of MORT&H specification for road & bridge works (Latest revision) other IRC codes for all types materials fabricating all respective |signs (Ref IRC-67) including messages Boards shall be screen printed or |fixed with cutouts complete, including full compensation of all inclusive costs all operations, contigencies, incidentals paintings involved complete for the finished defect free item of work complete to specification fixing in position at site as per direcủon cf Engineer in charge. (Ref. Clauses & Codes for materials etc IS 1786, IS 1367, IS 1364, IS 226, IS 2062, IS 736 & designation 24345 or 1900).

90 cm high octagon

90cm equilateral triangle

60 cm x 45 cm rectangular

60 cm Circular

80 cm x 60 cm rectangular

60 cm x 60 cm square

Providing & fixing RCC M-15 grade 5th Km. stone, Ordinary Km. stone along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and |lettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 of MoRT&H specification 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.

Ordinary kilometer stone (precast)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation having 50mm projection beyond kerb stone, kern stone laid with kerb laying machine, foundation concrete laid manually , all complete as per clause No.409 including cost and conveyance of all maerials, labour, T&P, royalty etc complete and as per direction of Engineer

Painting two coats with synthetic enamel paint of approved quality and shade over a cost of primer at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in all respect as per Section 800 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, ,royalty etc cornplete and as per direction of Engineer-in-Charge.

Supplying and Filling clean course sand in foundation and plinth, free from deliterious materials, earth, earthclods, roots and boulders etc watered and well compacted,including cost of all materials, labour , and T&P etc complete below leveling course of open foundations/approach slab etc complete as per technical specification for Road & Bridge works MoRTH (Latest revision) & as directed by Engineer in charge.

Supplying. Providing & laying Plain cement concrete M-15 grade (cast-in- situ) in nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing Tor 14 days as levelling course as per drawing and technical specification section 1000, 1500 & 2100 of MORTH specification eor Road & Bridge works (Latest revision) as directed by Engineer in charge.

Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M20 in foundaton complete as per Technical Specifications as Iner approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works MoRTH (Latest revision) excluding the cost of reinforcement complete & as directed by Engineer-in charge.

Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M20 in Substructure complete as per Technical Specifications as Iner approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works MoRTH (Latest revision) excluding the cost of reinforcement complete & as directed by Engineer-in charge.

Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M20 in Superstructure complete as per Technical Specifications as Iner approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works MoRTH (Latest revision) excluding the cost of reinforcement complete & as directed by Engineer-in charge.

Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for |finished item of work as per approved drawing and technical Z1 specifications complete in all respect as per section 900,1000 & 1600 of |MoRT&H specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCG drain etc with 100mm dia A.C. pipe as per approved drawing and Lechnical specifications complete in all respect as per Section 2200 & Clause 4706 of MoRT&H Specifications for Road & Bridge works (Latest Revision) ncluding cost & conveyance of all materials, labour, T&P, royalty etc |Complete and as per direction of Engineer-in-Charge.

Backfilling for Drain

Dismantling of Cement Concrete drain & disposal of unserviceable material as per the direction of Engineer in charge.

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