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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 CrAccepted-AOC LAMTIBAHAL BRAJRAJNAGAR JHARSUGUDA 768216 | BRAJRAJNAGAR | JHARSUGUDA | ODISHA | 768216 | ₹6.3 Cr | L1 | Accepted-AOC Awarded being L1 bidder |
| 2 | L2₹6.5 Cr+₹17.5 L (2.78%)Rejected-Finance AT OPM COLONY BRAJRAJNAGAR DIST JHARSUGUDA ODISHA 768216 | BRAJRAJNAGAR | JHARSUGUDA | ODISHA | 768216 | ₹6.5 Cr+₹17.5 L (2.78%) | L2 | Rejected-Finance Rejected not being the L1 Bidder. |
| 3 | L3₹6.5 Cr+₹23.3 L (3.71%)Rejected-Finance AT PO BELPAHAR DIST JHARSUGUDA ODISHA 768217 | JHARSUGUDA | ODISHA | 768217 | ₹6.5 Cr+₹23.3 L (3.71%) | L3 | Rejected-Finance Rejected not being the L1 Bidder. |
| 4 | L4₹8.5 Cr+₹2.2 Cr (35.5%)Rejected-Finance | ₹8.5 Cr+₹2.2 Cr (35.5%) | L4 | Rejected-Finance Rejected not being the L1 Bidder. |
| 5 | L5₹8.9 Cr+₹2.6 Cr (41.4%)Rejected-Finance BURLA SAMBALPUR | ₹8.9 Cr+₹2.6 Cr (41.4%) | L5 | Rejected-Finance Rejected not being the L1 Bidder. |
| Sl No | Description | Qty | Unit | CLASSIC COAL CONSTRUCTION PVT LTD L4 | RAJ KISHOR SINGH L1 | M/S Praveen Agrawal L5 | NATH JEE ENTERPRISES L2 | Shree Balaji Engicons Limited L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section - 300 of specifications ) | 5,000 | cum | 81 ₹4,05,000 | 30 ₹1,50,000 Lowest | 60 ₹3,00,000 | 48.5 ₹2,42,500 | 48.78 ₹2,43,900 |
| 2.00 | 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 ) | 23,142.51 | cum | 100 ₹23,14,251 | 89 ₹20,59,683.39 Lowest | 200 ₹46,28,502 | 160.48 ₹37,13,910 | 100 ₹23,14,251 |
| 3.00 | Compacting original ground supporting sub grade Loosening of the ground upto the level of 500mm below the subgrade level, watered, graded and compacted in layers to meet the requirement of Table 300-2 for Sub Grade construction all complete as per the instruction of EIC. | 4,186.5 | cum | 90 ₹3,76,785 | 70 ₹2,93,055 | 60 ₹2,51,190 Lowest | 69.1 ₹2,89,287.15 | 69.49 ₹2,90,919.88 |
| 4.00 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & 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 | 2,460 | cum | 2,050 ₹50,43,000 | 1,200 ₹29,52,000 | 2,000 ₹49,20,000 | 1,490.41 ₹36,66,408.6 | 1,100 ₹27,06,000 Lowest |
| 5.00 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & 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 | 2,662.95 | cum | 2,050 ₹54,59,047.5 | 1,200 ₹31,95,540 | 1,900 ₹50,59,605 | 1,353.88 ₹36,05,314.75 | 1,130 ₹30,09,133.5 Lowest |
| 6.00 | 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. | 2,662.95 | cum | 2,900 ₹77,22,555 | 2,000 ₹53,25,900 Lowest | 3,100 ₹82,55,145 | 2,064.06 ₹54,96,488.58 | 2,350 ₹62,57,932.5 |
| 7.00 | 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 | 4,174.5 | cum | 5,200 ₹2,17,07,400 | 4,400 ₹1,83,67,800 | 5,300 ₹2,21,24,850 | 3,837.7 ₹1,60,20,478.65 Lowest | 4,000 ₹1,66,98,000 |
| 8.00 | Construction of concrete pavement with Pavement Quality Concrete having minimum flexural strength of 4.5 MPa over a prepared sub base with the cement @400 kg per cum(minimum), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid spread, compacted with plate vibrator, surface vibrator, needle vibrator, levelling to required slope/camber and finished in a continious operation including provision of reinforcement, dowel bar, tie bars, contraction, expansion, construction, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, texturing and 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 reinforcement, dowel bar, tie rods etc. | 1,476.69 | cum | 5,200 ₹76,78,788 | 4,400 ₹64,97,436 | 5,300 ₹78,26,457 | 3,833.87 ₹56,61,437.49 Lowest | 4,000 ₹59,06,760 |
| 9.00 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification and as per relevant clause of section 160 | 39.01 | tonne | 56,000 ₹21,84,560 | 34,000 ₹13,26,340 Lowest | 50,000 ₹19,50,500 | 39,118.4 ₹15,26,008.78 | 50,000 ₹19,50,500 |
| 10.00 | 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 | 121.05 | tonne | 65,000 ₹78,68,250 | 34,000 ₹41,15,700 Lowest | 70,000 ₹84,73,500 | 51,450.1 ₹62,28,034.6 | 60,000 ₹72,63,000 |
Tender Value
₹10.8 Cr
EMD Value
₹13.5 L
Closing Date
6 Mar 2026, 5:00 pmClosed
Shri Kaushal Kumar
MCL. Jagriti Vihar. Burla. Dist.-Sambalpur. PIN-768020. Odisha. Contact No.9438879957. 0663-2542779
Integrated Civil Infrastructure Works incl. const. of PQC approach roads for boom barriers, culverts and approach to weigh bridges no. 4, 5 and 7 and concrete roads from HEMM workshop to MTK, CHP Gate, Platform Development, Kulda OCP, Basundhara Area
2026_MCL_351532_1
MCL/Samb/Civil-TC/e-Tender /25-26/12 Dated 12.02.2026
Open Tender
Civil Works - Roads
Item Rate
2005 days
Basundhara Area, MCL
As per tender documents
5 documents required · 5 mandatory
₹13.5 L
25 Jul 2026
13 Feb 2026
9 Mar 2026
13 Feb 2026
6 Mar 2026
14 Feb 2026
13 Feb 2026 - 27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section - 300 of specifications ) | 5,000 | cum | 81 | ₹4,05,000 |
| 2 | 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 ) | 23,142.51 | cum | 268 | ₹62,02,192.68 |
| 3 | Compacting original ground supporting sub grade Loosening of the ground upto the level of 500mm below the subgrade level, watered, graded and compacted in layers to meet the requirement of Table 300-2 for Sub Grade construction all complete as per the instruction of EIC. | 4,186.5 | cum | 115.4 | ₹4,83,122.1 |
| 4 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & 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 | 2,460 | cum | 2,489 | ₹61,22,940 |
| 5 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & 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 | 2,662.95 | cum | 2,261 | ₹60,20,929.95 |
| 6 | 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. | 2,662.95 | cum | 3,447 | ₹91,79,188.65 |
| 7 | 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 | 4,174.5 | cum | 6,409 | ₹2,67,54,370.5 |
| 8 | Construction of concrete pavement with Pavement Quality Concrete having minimum flexural strength of 4.5 MPa over a prepared sub base with the cement @400 kg per cum(minimum), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid spread, compacted with plate vibrator, surface vibrator, needle vibrator, levelling to required slope/camber and finished in a continious operation including provision of reinforcement, dowel bar, tie bars, contraction, expansion, construction, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, texturing and 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 reinforcement, dowel bar, tie rods etc. | 1,476.69 | cum | 6,402.6 | ₹94,54,655.39 |
| 9 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification and as per relevant clause of section 160 | 39.01 | tonne | 65,328 | ₹25,48,445.28 |
| 10 | 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 | 121.05 | tonne | 85,922 | ₹1,04,00,858.1 |
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