PROJECT OVERVIEW

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INFRASTRUCTURE PROJECT

Project Details
Project Name Construction of new Six-Lane Access Controlled Capital Region Ring Road Package-III from Gobindpur (NH-55) to Tangi near Bandola Toll Plaza (NH-16), from Design Km 70+995 to Km 111+325 in the State of Odisha under NH(O) on Hybrid Annuity Mode.
Location Gobindpur to Tangi (Odisha)
Bid Due Date 05 February 2026
Length of Project 40.33 Km
Structure Length 5.91 Km
Project Mode Hybrid Annuity Mode (HAM)
Tender Value (Excluding GST) ₹ 1827.33 Crore
Quoted Value ₹ 1582.11 Crore
Employer National Highway Authority of India (NHAI)
Contractor HG Infra Engineering Limited
Construction Period 2.5 Years from Appointed Date
Pavement Design
Design Traffic (Main Carriageway) 200 MSA
Design Traffic (Service Road / Cross Road) 20 MSA
Bituminous Concrete (BC) 40 mm (MCW) / 30 mm (SR)
Dense Bituminous Macadam (DBM) 60 mm (MCW) / 50 mm (SR)
Wet Mix Macadam (WMM) 250 mm (MCW) / 250 mm (SR)
Granular Sub Base (GSB) 250 mm (MCW) / 200 mm (SR)
Geogrid Reinforcement 1 Layer with Geogrid in both Main Carriageway and Service Road

Structure Details

VUP (Flyover)
VUP-01 Chainage 80+691 | Span 1×23 m | Clearance 5.5 m | Width 2 × 15.10 m
VUP-02 Chainage 82+590 | Span 1×35 m | Clearance 5.5 m | Width 2 × 15.10 m
VUP-03 Chainage 87+865 | Span 1×23 m | Clearance 5.5 m | Width 2 × 15.10 m
VUP-04 Chainage 96+624 | Span 1×35 m | Clearance 5.5 m | Width 2 × 15.10 m
VUP-05 Chainage 108+076 | Span 1×25 m | Clearance 5.5 m | Width 2 × 15.10 m
Elephant Underpasses / EUP Viaduct
EUP-01 Chainage 76+830 | Span Arrangement 33 × 50 m | Length 1650 m | Clearance 9.0 m | Width 2 × 15.10 m
EUP-02 Chainage 86+627 | Span Arrangement 17 × 50 m | Length 850 m | Clearance 7.0 m | Width 2 × 15.10 m
Viaducts / Flyover
Sr. No. Design Chainage Proposed Span Arrangement [No. x Span (m)] Total Proposed Length (m) Proposed Width (m)
1 72+797 73+600 22x24+17+60+17+7x24+12.585 803 2 x 15.1
2 73+774 74+064 12x24 288 2 x 15.1
3 82+910 83+127 1x35+1x37+1x25+60+1x25+1x35 217 2 x 15.1
4 109+675 109+710 1x35 35 2 x 15.1
MJB
Sr. No. Design Chainage Total Proposed Length (m) Skew Proposed Width (m)
1 79+715 60 0° 2 x 17.0
2 108+935 80 25° 2 x 17.0
Viaducts + ROB
Sr. No. Design Chainage (km) Proposed Span Arrangements (m) Total Width (m) Total Length Remarks
1 109+985 6x35+1x22.8+2x27+1x45+17x35 2 x 15.1 1053.25 Viaduct
1x37.280 +1x64.09+1x25.08 2 x 18.90 ROB
2 73+668 1x37.280+1x64.090+2x37.280 2 x 18.95 175.93 ROB
3 0+935 (Viaduct - 1X22+8X25+1X12.8) + (Viaduct - 8X11.0+5X25) 1 x 13.5 447.80 Ramp-I / including ROB
(As per approved GAD)
(ROB -1X37.280+1X76.104+1X25.080) 1 x 15.40 138.46
4 0+939 (Viaduct - 9X25+1X12.8) + (Viaduct - 8X11+9X25) 1 x 13.5 550.800 Ramp-II / including ROB
(As per approved GAD)
(ROB -1X37.280+1X76.104+1X25.080) 1 x 15.40 138.460
  • MNB – 24 Nos
  • LVUP – 16 Nos
  • SVUP – 3 Nos
  • Culvert – 65 Nos

Miscellaneous

Toll Plaza
Sr. No. Nos MCW/SR Lane
1 1 MCW Entry - 6+1
Exit - 6+1
2 8 SR Entry - 2+1
Exit - 2+1
  • Way side Amenities – 2 Nos
  • Stream Diversion – 3.27 Km
  • Apron with boulders – 11 Km
  • RCC Covered Drain – 18.18 Km
  • Noise Barrier – 2.5 Km

Major Quantity

Major Quantity
Description Qty UOM Material Requirement at Cuttack District Material Requirement at Dhenkanal District
Earthwork (Ordinary Soil) 12,29,340 Cum 8,60,538 3,68,802
Earthwork (Pond Ash) 45,02,509 Cum 31,51,756 13,50,753
Earthwork (Moorum) 7,43,379 Cum 5,20,365 2,23,014
Aggregate Stone (60,40,20,10 Dust) 11,15,575 Cum 7,80,903 3,34,673
Concrete 3,01,623 Cum 2,11,136 90,487
Steel 27,774 MT 19,442 8,332
Structural Steel 7,922 MT 5,545 2,377
Thrie Beam CB 1,23,688 Rmt 86,582 37,106
Boundary Wall 65,962 Rmt 46,173 19,789
Mining Minerals Required for CRRR-III Package Year Wise

Expected AD : 09-09-2026      Expected Completion Date : 07-03-2029

Sl. No. Name of Minerals Unit Quantity Material Requirement in Cuttack District Material Requirement in Dhenkanal District
April-26 to Mar-27 April-27 to Mar-28 April-28 to Mar-29 April-26 to Mar-27 April-27 to Mar-28 April-28 to Mar-29
1 Earthwork (Ordinary Soil) Cum 12,29,340 5,16,323 3,44,215 - 2,21,281 1,47,521 -
2 Earthwork (Pond Ash) Cum 45,02,509 18,91,054 12,60,703 - 8,10,452 5,40,301 -
3 Earthwork (Moorum) Cum 7,43,379 2,60,183 2,08,146 52,037 1,11,507 89,205 22,301
4 Stone Aggregates Cum 11,15,575 3,60,000 2,51,558 - 3,02,411 2,01,607 -
5 River Sand Cum 4,05,000 1,41,750 85,050 56,700 60,750 60,750 -

Note: From April 2026 to June 2026 river sand required 20,000 + 20,000 cum from both districts. Stone Quarry allotment required before monsoon, so that crusher can be operated.