Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 CrAccepted-AOC LAMTIBAHAL BRAJRAJNAGAR JHARSUGUDA 768216 | JHARSUGUDA | ODISHA | 768216 | ₹10.5 Cr | L1 | Accepted-AOC Awarded for being the L1 bidder |
| 2 | L2₹10.9 CrRejected-Finance 154 ICC TP NAGAR KORBA PIN 495677 | KORBA | KORBA | CHHATTISGARH | 495677 | ₹10.9 Cr | L2 | Rejected-Finance Rejected not being the L1 bidder. |
| 3 | L3₹11.4 CrRejected-Finance | ₹11.4 Cr | L3 | Rejected-Finance Rejected not being the L1 bidder. |
| 4 | L4₹12.0 CrRejected-Finance | ₹12.0 Cr | L4 | Rejected-Finance Rejected not being the L1 bidder. |
| 5 | L5₹12.0 CrRejected-Finance | ₹12.0 Cr | L5 | Rejected-Finance Rejected not being the L1 bidder. |
| Sl No | Description | Qty | Unit | RAJ KISHOR SINGH L1 | CLASSIC COAL CONSTRUCTION PVT LTD L7 | AADITYA CONSTRUCTION L3 | M/S Praveen Agrawal L6 | M/s Y K CONSTRUCTION (JV) L5 | BHAAVINI INFRATECH JV L2 | SG SKA JV L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical Means | 330 | cum | 300 ₹99,000 | 150 ₹49,500 | 350 ₹1.2 L | 389 ₹1.3 L | 326.01 ₹1.1 L | 100 ₹33,000 | 50 ₹16,500 |
| 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 ) | 8,437 | cum | 140 ₹11.8 L | 200 ₹16.9 L | 150 ₹12.7 L | 200 ₹16.9 L | 172 ₹14.5 L | 100 ₹8.4 L | 120 ₹10.1 L |
| 3.00 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications | 6,040 | cum | 1,100 ₹66.4 L | 2,200 ₹1.3 Cr | 1,080 ₹65.2 L | 2,000 ₹1.2 Cr | 1,555.41 ₹93.9 L | 1,450.55 ₹87.6 L | 1,425 ₹86.1 L |
| 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. | 3,816 | cum | 1,850 ₹70.6 L | 3,250 ₹1.2 Cr | 2,100 ₹80.1 L | 3,000 ₹1.1 Cr | 2,164.77 ₹82.6 L | 2,000 ₹76.3 L | 2,400 ₹91.6 L |
| 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. | 8,904 | cum | 4,150 ₹3.7 Cr | 5,800 ₹5.2 Cr | 4,500 ₹4.0 Cr | 5,100 ₹4.5 Cr | 4,124.87 ₹3.7 Cr | 4,255 ₹3.8 Cr | 4,300 ₹3.8 Cr |
| 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 | 84 | Tonne | 30,000 ₹25.2 L | 56,810 ₹47.7 L | 45,000 ₹37.8 L | 55,000 ₹46.2 L | 40,190.67 ₹33.8 L | 30,000 ₹25.2 L | 50,000 ₹42.0 L |
| 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 | 5.51 | Tonne | 35,000 ₹1.9 L | 69,000 ₹3.8 L | 45,000 ₹2.5 L | 75,000 ₹4.1 L | 58,783.6 ₹3.2 L | 30,000 ₹1.7 L | 50,000 ₹2.8 L |
| 8.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 3,779.9 | cum | 120 ₹4.5 L | 175 ₹6.6 L | 110 ₹4.2 L | 160 ₹6.0 L | 576.42 ₹21.8 L | 10 ₹37,799 | 136 ₹5.1 L |
| 9.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 448.4 | cum | 700 ₹3.1 L | 950 ₹4.3 L | 600 ₹2.7 L | 764 ₹3.4 L | 576.42 ₹2.6 L | 450 ₹2.0 L | 550 ₹2.5 L |
| 10.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 519.8 | cum | 3,800 ₹19.8 L | 4,900 ₹25.5 L | 4,100 ₹21.3 L | 4,200 ₹21.8 L | 3,425.37 ₹17.8 L | 3,100 ₹16.1 L | 4,000 ₹20.8 L |
Tender Value
₹17.7 Cr
EMD Value
₹22.1 L
Closing Date
4 Nov 2025, 5:00 pmClosed
Sri Kaushal Kumar
MCL.Jagriti Vihar. Burla. Dist.-Sambalpur. PIN-768020. Odisha. Contact No.9438879957. 0663-2542779
Construction of Concrete road for coal transportation from New Y curve siding of Lakhanpur Area to main CT road of SOCP under IB Valley Area.
2025_MCL_345672_1
MCL/Samb/Civil-TC/e-Tender /25-26/07 Dated 16.10.2025
Open Tender
Civil Works - Roads
2125 days
Ib Valley Area, MCL
As per tender documents
5 documents required · 5 mandatory
₹22.1 L
23 May 2026
16 Oct 2025
6 Nov 2025
16 Oct 2025
4 Nov 2025
17 Oct 2025
16 Oct 2025 - 28 Oct 2025
stage.html
html • 0.06 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.PDF
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 1.31 MB
Tendernotice_2.pdf
PDF • 2.27 MB
BOQ_358341.xls
BOQ • 0.27 MB
Download all tender documents and submit your bid