Improvement of Semiliguda-Handiput road from 0/000 km to 36/563 km in the district of Koraput under CRIF

EIC-CIVIL · Koraput, Odisha · Civil Works & Infrastructure · open

Key facts

Tender value: ₹30.5Cr
EMD: ₹30.5L
Published: 23 Oct 2026
Closing date: 09 Nov 2026
Status: open
Status as of: 05 Nov 2026 07:33 UTC
Department: Works Department, Government of Odisha
Office: Chief Engineer (Roads-II), Odisha

Description

Improvement of the Semiliguda-Handiput road from 0/000 km to 36/563 km in Koraput district under CRIF. The works include road earthwork, pavement layers, bituminous surfacing, concrete works, drainage and associated structures.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (49)

2 — Qty: 3 4
Unit - Sqm Clearing and grubbing road land including uprooting trees rank 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 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT H Specifications for Road Bridge works (5th Revision) including cost of all labour, T P etc complete and as per direction of Engineer-in-Charge. — Qty: 109390.77 sqm
Unit - Sqm Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT H Specifications for Road Bridge works (5th Revision) including cost of all labour, T P, royalty etc complete and as per direction of Engineer-in-Charge. — Qty: 1890 sqm
Unit - Sqm Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause 501.8.3.2 and 501.8.8.1 of MoRT H Specifications for Road Bridge works (5th Revision) and as per direction of Engineer-in-Charge. — Qty: 1890 sqm
Unit - Cum Earth work in excavation in all kinds of soil for road works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 304 of Specification for road bridge work of MORT H (5th Revision) Direction of Engineer in charge. — Qty: 4272.96 cum
Unit - Cum Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 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. — Qty: 760.5 cum
Unit - Cum Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 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. — Qty: 967.5 cum
Unit - Sqm Providing and applying primer coat with slow setting bitumen emulsion on 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, Clause 501.5.2 502 of MoRT H Specifications for Road Bridge works (5th Revision) including cost conveyance of all materials, labour, T P etc complete and as per direction of Engineer-in-Charge. — Qty: 2100 sqm
Unit - Sqm Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical 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 (5th Revision) including cost conveyance of all materials, labour, T P etc complete and as per direction of Engineer-in-Charge. — Qty: 260360.1 sqm
Unit - Cum Providing and laying dense graded bituminous macadam using crushed stone of Grade-II aggregate with batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 Grade by weight of total 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 complete in all respects as per clause No. 505 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, royalty etc complete in all respect and as per direction of the Engineer-in-charge. . — Qty: 12174.06 cum
Unit - Cum Providing and laying bituminous concrete using crushed stone of Grade-II aggregate with batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of VG-30 grade 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 complete in all respects as per Clause No.507 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, royalty etc complete in all respect and as per direction of the Engineer-in-charge. — Qty: 9365.9 cum
Unit - Cum Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 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. — Qty: 9013.97 cum
Unit - Cum Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 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. — Qty: 2895.31 cum
Unit - Each Supplying fixing 15cm dia,1.0m long guard post of cement Concrete (1:2:4) kilometer stone as per I.R.C Deisgn including finshed smooth and as per direction of Engineer-in-Charge. — Qty: 2520 each
Unit - Cum 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. — Qty: 1721.64 cum
Unit - Cum Providing dry lean cement concrete sub-base by with coarse and fine aggregates conforming to I:S 383, the size of coarse aggregate not exceeding 25mm , aggregate cement ratio not to exceed 15:1, aggregate gradation as per table 600-1, cement content not to be less than 150 Kg/Cum, mixing in concrete mixers with weigh batcher, laying, spreading and compacting with PRR to the required thickness, finishing and curing as per approved drawing and specification complete in all respect as per Section 900 Clause 601 of MoRT H Specifications for Road and Bridge works (5th Revision) including cost conveyance of all materials, labour, T P, royalty etc complete and as per direction of Engineer-in-Charge — Qty: 59.55 cum
Unit - Cum Providing un-reinforced, dowel jointed cement concrete pavement over a prepared sub base as per approved mix design, using 43grade cement not less than 400kg/cum, coarse and fine aggregates conforming to I:S 383, maximum size of coarse aggregate not exceeding 25mm, mixed in concrete mixer, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawing and technical specification complete in all respect as per Section 900 Clause 602 of MoRT H Specifications for Road and Bridge works (5th Revision) including cost conveyance of all materials, labour, T P, royalty etc complete and as per direction of Engineer-in-Charge. — Qty: 131.01 cum
Unit - Sqm Supplying and fixing of 80mm thick cement concrete interlocking hydraulic pressed paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018. and as per direction of Engineer-in-Charge. — Qty: 1770 sqm
Unit - Cum Providing and laying Plain cement concrete of grade M-15 in foundation bed as levelling course of CD works etc using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 including formwork as per Section 900,1000,1500,1700, 2100 of specifications for Road and Bridge works of Ministry of Road Transport Highways (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. — Qty: 193.02 cum
Unit - Cum Providing and laying Plain cement concrete of grade M-15 in sub-structure of CD works etc using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 including formwork as per Section 900,1000,1500,1700, 2100 of specifications for Road and Bridge works of Ministry of Road Transport Highways (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. — Qty: 210 cum

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