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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.9 LAdmitted-Finance | +10.00% | ₹5.9 L | L1 | Admitted-Finance |
| 2 | L2₹6.0 L+₹10,784.78 (1.82%)Admitted-Finance | +12.00% | ₹6.0 L+₹10,784.78 (1.82%) | L2 | Admitted-Finance |
| 3 | L3₹6.2 L+₹26,961.94 (4.55%)Admitted-Finance SNEHASISH GHOSH DEBIANA NIRSA DHANBAD 828205 JHARKHAND INDIA | DHANBAD | DHANBAD | JHARKHAND | 828205 | +15.00% | ₹6.2 L+₹26,961.94 (4.55%) | L3 | Admitted-Finance |
Tender Value
₹5.4 L
EMD Value
₹6,800
Closing Date
8 Jun 2026, 5:00 pmClosed
GM, MUGMA AREA.
OFFICE OF THE GENERAL MANAGER, MUGMA AREA.
Construction of Air crossing /foot bridge at - 3E/L12 Junction in M.S. Seam Haulage Line of Lakhimata Colliery.
2026_ECL_360284_1
ECL/GM/MA/SRV/26-27/1334/E-03 Dt.25.05.2026
Open Tender
Civil Works - Others
Percentage
60 days
ECL, MUGMA AREA.
Please refer Tender documents.
4 documents required · 4 mandatory
₹6,800
24 Jun 2026
28 May 2026
10 Jun 2026
29 May 2026
8 Jun 2026
29 May 2026
29 May 2026 - 5 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Description: | - | - | - | - |
| 2 | Cutting in stone by electrical & pnuemetric drilling blasting & Mucking manually for Air crossing. | 88.57 | cum | 2,518.68 | ₹2,23,079.49 |
| 3 | Complete Roof bolting for roof support. | 40 | Nos | 180 | ₹7,200 |
| 4 | Cutting in stone by hand air crossing bottom wall. | 1.56 | cum | 3,783.38 | ₹5,902.07 |
| 5 | 1st class brick work 1:6 Air crossing Bottom = 10.12 m3 Air crossing top = 5.37 m3 | 15.49 | cum | 5,265.59 | ₹81,563.99 |
| 6 | P/L R.C.C work (1:2:4) a) Roof = 2.10 m3 b) Beam = 1.12 m3 c) Stair case = 1.62 m3 2 Beam | 5.53 | cum | 6,046.76 | ₹33,438.58 |
| 7 | P.C.C. steps work 1:2:4 | 0.93 | cum | 6,046.76 | ₹5,623.49 |
| 8 | Provided M/S Reinforcement for R.C.C work (10 mm Rod) same as item No (a.b.c) 2.10 + 1.12 + 1.62 = 4.84 m3 @ 90 Kg/m3 435.60 Kg. Provided m?S reinforcement for R.C.C work (16 mm Rod) for Beam i) (5.00 x 4) x2 = 40.0 m ii) (4.60x4)x2 = 36.80 m Total = 76.80 mt @ 1.58 kg/mt = 121.34 Kg | 556.94 | kg | 44.17 | ₹24,600.04 |
| 9 | Centering and Shuttering for R.C.C work | 43 | sqm | 705.92 | ₹30,354.56 |
| 10 | 12 mm Cement plaster 1:6 | 97.96 | sqm | 385.82 | ₹37,794.93 |
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