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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.8 LAdmitted-Finance | ₹88.8 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Rejected |
| 4 | Rejected-Technical WARD NO 03 JAMUNA COLLIERY KOTMA DISTT ANUPPUR MADHYA PRADESH 484 444 | ANUPPUR | MADHYA PRADESH | 484444 | - | - | Rejected-Technical Technically Rejected |
| Sl No | Description | Qty | Unit | Shashank Mishra L1 |
|---|---|---|---|---|
| 1.00Item Description/ Heading | ||||
| 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 0.46 | Hec | 28,213 ₹12,836.92 |
| 2.01 | 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. | 1,365 | Cum | 50 ₹68,250 |
| 3.01 | Wet Mix Macadam Providing laying spreading and compacting graded stone aggregate to wet mix macadam specication 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. | 1,053 | Cum | 1,811 ₹19.1 L |
| 4.01 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 grade concrete over a prepared sub base with cement , coarse 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, 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. | 888 | cum | 5,772 ₹51.3 L |
| 5.01 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 5.04 | MT | 82,343 ₹4.2 L |
| 6.01 | Total impact of GST for the purpose of CTC | 1 | Nos | 13,55,150.63 ₹13.6 L |
Tender Value
₹80.8 L
EMD Value
₹1.0 L
Closing Date
19 Feb 2026, 5:00 pmClosed
SO(Civil), SECL, Baikunthpur Area
SO(Civil), SECL, Baikunthpur Area
SCHEME FOR CONSTRUCTION OF PCC ROAD FROM PIT BUNKER TO C POINT AND IN CHP AT CHURCHA R.O. SUB AREA OF BAIKUNTHPUR AREA
2026_SECL_352271_1
SECL /BKP/ DGM(C) / e-T / 86
Open Tender
Civil Works - Roads
120 days
Churcha
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.0 L
21 Apr 2026
3 Feb 2026
21 Feb 2026
4 Feb 2026
19 Feb 2026
4 Feb 2026
3 Feb 2026 - 12 Feb 2026
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