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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAccepted-AOC 154 INDIRA COMPLEX T P NAGAR KORBA CG 495447 | KORBA | KORBA | CHHATTISGARH | 495447 | ₹6.7 Cr | L1 | Accepted-AOC Awarded being L1 bidder and duly approved |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected by TC and duly approved |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected by TC and duly approved |
| Sl No | Description | Qty | Unit | BHAAVINI INFRATECH L1 |
|---|---|---|---|---|
| 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 relevent clauses of section-300 of specification. | 9,920.92 | CU.M. | 49 ₹4,86,125.32 Lowest |
| 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 relevent clauses of section-300. | 7,319.07 | CU.M. | 100 ₹7,31,907 Lowest |
| 3.00 | Granular Sub-Base with Close Graded Material (Table:- 400-1): Plant Mix Method
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
For Grading-I Material | 5,221.01 | CU.M. | 1,450 ₹75,70,468.12 Lowest |
| 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 25 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 specification complete in all respect. | 4,519.76 | CU.M. | 2,200 ₹99,43,477.5 Lowest |
| 5.00 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , arse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, ransported 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. | 8,158.12 | CU.M. | 4,100 ₹3,34,48,312.5 Lowest |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.3 Cold twisted bars | 73,423.12 | kg | 55 ₹40,38,271.88 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls 5.9.16.1 Under 30 cm wide | 5,796 | Mtr | 100 ₹5,79,600 Lowest |
| 8.00 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats) | 579.6 | Sq.m. | 150 ₹86,940 Lowest |
| 9.00 | Total impact of GST for the purpose of CTC | 1 | Nos | 1,02,39,318.42 ₹1,02,39,318.42 Lowest |
Tender Value
₹8.4 Cr
EMD Value
₹10.5 L
Closing Date
9 May 2026, 5:00 pmClosed
GM(Civil)/HoD, SECL HQ, Bilaspur
Office of GM (Civil)/HoD, SECL Bhawan, Seepat Road, Bilaspur, CG, PIN-495006.
Construction of cement concrete road in different location of Baroud OCM under Baroud Sub Area with 05 (Five) years of comprehensive maintenance
2026_SECL_358507_1
GM(C)/SECL/BSP/ e-T/RGH-CC_Road/ 2026-27/03 dated 18.04.2026
Open Tender
Civil Works - Roads
Item Rate
1946 days
Raigarh Area, SECL
As per NIT.
5 documents required · 5 mandatory
₹10.5 L
16 Sept 2026
18 Apr 2026
11 May 2026
18 Apr 2026
9 May 2026
20 Apr 2026
18 Apr 2026 - 2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | 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 relevent clauses of section-300 of specification. | - | CU.M. | - | - |
| - | 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 relevent clauses of section-300. | - | CU.M. | - | - |
| - | Granular Sub-Base with Close Graded Material (Table:- 400-1): Plant Mix Method
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
For Grading-I Material | - | CU.M. | - | - |
| - | 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 25 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 specification complete in all respect. | - | CU.M. | - | - |
| - | Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , arse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, ransported 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. | - | CU.M. | - | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.3 Cold twisted bars | - | kg | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls 5.9.16.1 Under 30 cm wide | - | Mtr | - | - |
| - | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats) | - | Sq.m. | - | - |
| - | Total impact of GST for the purpose of CTC | - | Nos | - | - |
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