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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Evaluated |
| 2 | Accepted-Technical | Accepted-Technical Technically Evaluated |
| 3 | Accepted-Technical MOONIDIH DHANBAD 828129 | DHANBAD | DHANBAD | JHARKHAND | 828129 | Accepted-Technical Technically Evaluated |
Tender Value
₹6.2 L
EMD Value
₹7,788
Closing Date
18 Aug 2026, 5:00 pmClosed
Dr. Sunny Rao
Office of the Project Officer, WJ Area
Transportation of 60 lb track line from E9 TG and belt structure etc from E9 BG of XVI bottom Seam Moonidih Colliery, W J Area
2026_BCCL_363306_1
BCCL/WJA/MND/SUR/2026-27/09
Open Tender
Miscellaneous Works
Percentage
20 days
Moonidih Colliery, WJ Area
Please refer to NIT
11 documents required · 11 mandatory
₹7,788
24 Aug 2026
8 Aug 2026
20 Aug 2026
8 Aug 2026
18 Aug 2026
8 Aug 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 |
|---|---|---|---|---|---|
| 1Transportation of 60 lb track line from E9 TG and belt structure etc fro E9 BG of XVI bottom Seam Moonidih Colliery, W J Area | |||||
| 1.01 | 60lb track line transportation300m, (285/5)*2= 114 numbers from E9 TG face to 6th dip. Analysis 6 unskilled transport 12numbers track. ( 6x 1437.6)/12= Rs718.8/track | 114 | track | 718.8 | ₹81,943.2 |
| 1.02 | hand picking and mucking .i) heighting from E9 BG/6th dip to inby side and rise 6 dip 120.0 x 2 x (0.8+0.4)/2= 144m³ (2) side 100x 0.40 (width) x1.5= 60m³ total 204m³ Analysis For 10m³ =3skilled(for drillng/blasting)+ 7 unskilled manshift(for mucking) required. Cost involve=[(3x1510.60+7x1437.60)]/10=Rs1459.5/m³ | 204 | m³ | 1,459.5 | ₹2,97,738 |
| 1.03 | roof bolting at E9 BG 6th dip jn . Analysis For 10bolts=3skilled for drilling holes + 1unskilled manshift for carrying roof bolting meterials=(3x1510.60+1437.60)/10mt =596.94/bolt. | 50 | bolt | 596.94 | ₹29,847 |
| 1.04 | Manual transportation of 207mt belt structure (1200mm) from E9 BG to near 5th dip Jn.(legpost- 69, brackets- 69, channels- 138, roller- 230,) Analysis: Manshift required for manual transportation of 18m belt structure ( i.e 6 legpost+ 6 bracket + 12 chanel + 20 rollar) = 8 Unskilled manshift/shift. Cost/mt= 8*1437.6/18 =Rs.638.93/mt | 207 | m | 638.93 | ₹1,32,258.51 |
| 1.05 | Add CP 15% as per clause 4.17.1 of Civil Eng. Manual & BCCL SOR | 1 | Units | 81,268.01 | ₹81,268.01 |
| 2CMPF | |||||
| 2.01 | CMPF, Pension and admin. Charge of Employee Un Skilled surface | 298 | hd | 275.26 | ₹82,027.48 |
| 2.02 | CMPF, Pension and admin. Charge of Employee Skilled surface | 76 | hd | 289.24 | ₹21,982.24 |
| 3Total impact of GST for the purpose of CTC | |||||
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