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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance AT COLLEGE ROAD KARADAPALI GOBARA TALCHER PO SOUTH BALANDA PS COLLIERY DIST ANGULA STATE ODISHA PIN 759116 | TALCHER | ANGULA | ODISHA | 759116 | ₹3.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.0 Cr+₹61.6 L (18.0%)Admitted-Finance AT BHAIRABI SAHI PO TALCHER TOWN PS TALCHER DIST ANGUL 759107 | TALCHER | ANGUL | ODISHA | 759107 | ₹4.0 Cr+₹61.6 L (18.0%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NANDA INFRA CONSTRUCTION PRIVATE LIMITED L1 | SANJIB KUMAR BHUTIA L2 |
|---|---|---|---|---|---|
| 1.00 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 metres.) | 8,985.75 | sqm | 30 ₹2,69,572.5 Lowest | 35 ₹3,14,501.25 |
| 2.00 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 4OO-1 & Table 400-2) : Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. For grading- I Material | 1,347.86 | cum | 1,600 ₹21,56,576 Lowest | 1,912 ₹25,77,108.32 |
| 3.00 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 4OO-1 & Table 400-2 : Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. For grading- III Material | 1,334.7 | cum | 1,400 ₹18,68,580 Lowest | 1,737 ₹23,18,373.9 |
| 4.00 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specifications complete in all respect. | 1,021.16 | cum | 2,200 ₹22,46,552 Lowest | 2,648 ₹27,04,031.68 |
| 5.00 | Cement Concrete Pavement ( Construction of un-reinforced, dowel jointed, plain cement concrete pavement (minimum flexural strength - 4.5 Mpa) over a prepared sub base with cement @ 400 kg per cum (minimum), coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design,transported to site, laid with a fixed form or slip form paver, 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, admixtures as approved,curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc | 2,352 | cum | 4,180 ₹98,31,360 Lowest | 4,923 ₹1,15,78,896 |
| 6.00 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification and as per relevant clause of section 1600 | 22.86 | Tonne | 42,500 ₹9,71,550 Lowest | 50,178 ₹11,47,069.08 |
| 7.00 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clause of section 1600 | 44.63 | Tonne | 60,000 ₹26,77,620 Lowest | 65,997 ₹29,45,248.12 |
| 8.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section - 300 ) | 1,001.25 | cum | 174 ₹1,74,217.5 Lowest | 206 ₹2,06,257.5 |
| 9.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per relevant clauses of section 300 & 2100 ) Oridinary soil Mechanical Means depth upto 3 m | 1,925.54 | cum | 60 ₹1,15,532.4 Lowest | 71 ₹1,36,713.34 |
| 10.00 | Plain/Reinforced cement concrete in open foundation including formwork, shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of section 1500, 1700 & 2100 PCC Grade M15 | 267.22 | cum | 3,770 ₹10,07,419.4 Lowest | 4,456 ₹11,90,732.32 |
Tender Value
₹5.3 Cr
EMD Value
₹6.6 L
Closing Date
15 Jun 2026, 5:00 pmClosed
Shri Kaushal Kumar
MCL.Jagriti Vihar. Burla. Dist.-Sambalpur. PIN-768020. Odisha. Contact No.9438879957. 0663-2542779
Construction of permanent concrete coal transportation road from Kalimandir chhak to weighbridge no-6 inside Handidhua Coal stock and field substation to weighbridge no.8 ramp of Ananta OCP under Jagannath Area.
2026_MCL_360153_1
MCL/Samb/Civil-TC/e-Tender /26-27/04 Dated 25.05.2026
Open Tender
Civil Works - Roads
Item Rate
1975 days
Jagannath Area, MCL
As per tender document.
5 documents required · 5 mandatory
₹6.6 L
22 Jul 2026
25 May 2026
17 Jun 2026
25 May 2026
15 Jun 2026
26 May 2026
25 May 2026 - 3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 metres.) | 8,985.75 | sqm | 46 | ₹4,13,344.5 |
| 2 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 4OO-1 & Table 400-2) : Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. For grading- I Material | 1,347.86 | cum | 2,489 | ₹33,54,823.54 |
| 3 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 4OO-1 & Table 400-2 : Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. For grading- III Material | 1,334.7 | cum | 2,261 | ₹30,17,756.7 |
| 4 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specifications complete in all respect. | 1,021.16 | cum | 3,447 | ₹35,19,938.52 |
| 5 | Cement Concrete Pavement ( Construction of un-reinforced, dowel jointed, plain cement concrete pavement (minimum flexural strength - 4.5 Mpa) over a prepared sub base with cement @ 400 kg per cum (minimum), coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design,transported to site, laid with a fixed form or slip form paver, 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, admixtures as approved,curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc | 2,352 | cum | 6,409 | ₹1,50,73,968 |
| 6 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification and as per relevant clause of section 1600 | 22.86 | Tonne | 65,328 | ₹14,93,398.08 |
| 7 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clause of section 1600 | 44.63 | Tonne | 85,922 | ₹38,34,441.09 |
| 8 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section - 300 ) | 1,001.25 | cum | 268 | ₹2,68,335 |
| 9 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per relevant clauses of section 300 & 2100 ) Oridinary soil Mechanical Means depth upto 3 m | 1,925.54 | cum | 93 | ₹1,79,075.22 |
| 10 | Plain/Reinforced cement concrete in open foundation including formwork, shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of section 1500, 1700 & 2100 PCC Grade M15 | 267.22 | cum | 5,801 | ₹15,50,143.22 |
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