Short Term Maintenance Contract (STMC) works for 3 Nos. of Roads for total length of 24.967 km under Kataka (RANDB) Division-II (Package-1) for the year 2026-27
EIC-CIVIL / SERNB-CIRCLE-CUTTACK · Cuttack, Odisha · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.2Cr
- EMD: ₹1.2L
- Published: 29 Sep 2026
- Closing date: 13 Oct 2026
- Status: open
Description
Tender for maintenance works on three roads totaling 24.967 km in Kataka Division-II, Odisha, including land clearing, earthwork, bituminous and concrete overlays, signage, and crash barrier repairs, with an estimated bid value of 11,748,803 INR, scheduled from 29th September 2026 to 13th October 2026.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (26)
- 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) — Qty: 412.75 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) — Qty: 60437.5 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) — Qty: 1034 Sqm
- Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, disposal of unservicable material and stacking the servicable material with all lifts and lead complete as per the direction of Engineer - In - Charge. — Qty: 4132.5 Sqm
- Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, disposal of unservicable material and stacking the servicable material with all lifts and lead complete as per the direction of Engineer - In - Charge. — Qty: 2420 Sqm
- Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, disposal of unservicable material and stacking the servicable material with all lifts and lead complete as per the direction of Engineer - In - Charge. — Qty: 503 Sqm
- Providing reconditioning, spot reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/ shoulders conforming to Technical Specifications Clause no. 3002. Fill material should be brought from borrow areas located outside ROW conforming to Technical Specification no. 305.of MoRTH, Watered and well compacted with plate compactor or power rammer with all leads and lifts as directed by the Engineer-In-Charge (Quantity of compacted Fill material to be measured on cross sectional area basis). — Qty: 49.5 Cum
- Providing reconditioning, spot reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/ shoulders conforming to Technical Specifications Clause no. 3002. Fill material should be brought from borrow areas located outside ROW conforming to Technical Specification no. 305.of MoRTH, Watered and well compacted with plate compactor or power rammer with all leads and lifts as directed by the Engineer-In-Charge (Quantity of compacted Fill material to be measured on cross sectional area basis). — Qty: 717.38 Cum
- Filling of crack using slow-curing bitumen emulsion and applying crusher dust in case cracks are wider than 3mm complete including all costs of Labour, Machinery, Material T&P as per the direction of Engineer - In - Charge. — Qty: 660 Rm
- 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: 121 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: 3.3 Cum
- 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: 1210 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: 22 Sqm
- Providing & Laying B.U.S.G. of 75mm thick in two layer using tack coat 3.0kg/10 sqm 25mm to 40mm size B.H.G.C.B.metal of 0.45cum & 12.0kg of 80/100 penetration grade of bitumen in one layer with 0.12 cum of 12mm size B.H.G.C.B.chips as keystone per 10sqm and laying & spreading including heating, pouring and spreading bitumen & materials after cleaning the road surface and rolling with PRR including hire charges of PRR & cost, conveyance, royalty of all materials & cost of T& P, labour charges etc complete as per specifications and direction of Engineer In Charge. — Qty: 143.5 Sqm
- Providing & Laying B.U.S.G. of 75mm thick in two layer using tack coat 3.0kg/10 sqm 25mm to 40mm size B.H.G.C.B.metal of 0.45cum & 12.0kg of 80/100 penetration grade of bitumen in one layer with 0.12 cum of 12mm size B.H.G.C.B.chips as keystone per 10sqm and laying & spreading including heating, pouring and spreading bitumen & materials after cleaning the road surface and rolling with PRR including hire charges of PRR & cost, conveyance, royalty of all materials & cost of T& P, labour charges etc complete as per specifications and direction of Engineer In Charge. — Qty: 1815 Sqm
- Providing & Laying B.U.S.G. of 75mm thick in two layer using tack coat 3.0kg/10 sqm 25mm to 40mm size B.H.G.C.B.metal of 0.45cum & 12.0kg of 80/100 penetration grade of bitumen in one layer with 0.12 cum of 12mm size B.H.G.C.B.chips as keystone per 10sqm and laying & spreading including heating, pouring and spreading bitumen & materials after cleaning the road surface and rolling with PRR including hire charges of PRR & cost, conveyance, royalty of all materials & cost of T& P, labour charges etc complete as per specifications and direction of Engineer In Charge. — Qty: 44 Sqm
- Providing & Laying 20mm Thick premix carpet using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg. penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and all other T & P articles & cost, conveyance, royalty of all materials & cost, T& P, labour charges etc complete as per specifications and direction of Engineer In Charge. — Qty: 550 Sqm
- Providing & Laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6.7mm size chips as per sieve analysis and 6.8Kg of bitumen per 10sqm.including hire and running charges of PRR, hot mix plant, tar boiler and all other T&P articles& cost, conveyance, royalty of all materials & cost of T& P, labour charges etc complete as per specifications and direction of Engineer In Charge. — Qty: 550 Sqm
- Providing and laying Bituminous Concrete using crushed stone of Grade-ll 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: 8.61 Cum
- Providing and laying Semi dense 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: 287.38 Cum
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