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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAdmitted-Finance | ₹16.8 L | L1 | Admitted-Finance |
| 2 | L2₹16.9 L+₹9,595.17 (0.57%)Admitted-Finance CAMP VILLAGE DEVGAI POST KUDRI SHADOL MP PIN 484110 | SHAHDOL | MADHYA PRADESH | 484110 | ₹16.9 L+₹9,595.17 (0.57%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical WARD NO 06 RANJCET DAFAI AMLAI COLLIERY DISTT ANUPPUR M P | ANUPPUR | ANUPPUR | MADHYA PRADESH | - | - | Rejected-Technical Technically Rejected, bidder has not submitted annexure XV as per NIT |
| Sl No | Description | Qty | Unit | SURENDRA KUMAR SINGH L1 | RAVI KUMAR JAISWAL L2 |
|---|---|---|---|---|---|
| 1.00PARTICULAR | |||||
| 1.01 | Roof bolting in u/g including drilling by power drill manually with wet drilling arrangement
(1.50m – 1.80m length with 27mm dia, drill bit for anchoring 20/22 mm dia roof bolts with
resin capsules and fitting of bearing plates and W-strap (as and when required) and tightening
of nuts etc complete.
Note: Hydraullic Roof Bolting Machine wit hydraullic oil & wet drilling arrangement, drill rod, drill bit will be provided by contractor.
(Spacing of bolt to bolt 1.2m Dip/Rise and Level, Total Length 285m/1.2m = 237.50 bolt in a Row @4 Row = 950 Bolt and 25% additional for junction & other support support = 950 + 237.50 = 1187.50 bolt or say 1188 Bolt.) | 1,188 | Bolt | 3,56,103 ₹4,20,201.54 Lowest | 3,58,372.08 ₹4,22,879.05 |
| 1.02 | Drilling, Blasting & mucking manually in Stone (Drilling by power Drill | 163.66 | cubic mtr | 3,87,635.26 ₹4,57,409.61 Lowest | 3,89,741.56 ₹4,59,895.04 |
| 1.03 | Cleaning/Removal of debris/Stone from galleries and stacking within 50m distance | 163.66 | cubic mtr | 97,251.68 ₹1,14,756.98 Lowest | 98,032.34 ₹1,15,678.16 |
| 1.04 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
Cutting in hard stone by chisel & hammer. (Drain cutting along 38LE from 23D TO 32 D, 237.00 x 0.50 x 0.50 = 59.25 m3 | 59.25 | cubic mtr | 4,33,213.49 ₹5,11,191.92 Lowest | 4,35,487.5 ₹5,13,875.25 |
| 1.05 | Shifting of face pump (11LPS) with all accessories i.e. motor starter, power cable, sectiopn pipe and extension pipe with a lead of 30m. In same working section including dismantling, carrying manually, and assembling the same as per instruction of Exe. in charge(Nos. of shifting from 35D to 57D = 550m/30m per shifting = 18 Set/shifting of 01 no. Pump | 18 | Set | 1,52,908.38 ₹1,80,431.89 Lowest | 1,53,609.84 ₹1,81,259.61 |
Tender Value
₹15.5 L
EMD Value
₹19,400
Closing Date
25 Jul 2026, 5:00 pmClosed
STAFF OFFICER MINING
OFFICE OF THE STAFF OFFICER MINING
Preparation/ Heightening and Widening of roadway for marching of (Continuous Miner) CM from Panel C2 to C3 AND shifting of pump for de-watering of panel in VI Top (Combined) Seam at Bangwar UG Mine
2026_SECL_361832_1
SECL/SGP/SO(M)/2026-27/NIT-738 dated 08-07-2026
Open Tender
Civil Works - Others
Item Rate
90 days
BANGWAR UG MINE
as per NIT
8 documents required · 8 mandatory
₹19,400
3 Sept 2026
8 Jul 2026
27 Jul 2026
8 Jul 2026
25 Jul 2026
9 Jul 2026
8 Jul 2026 - 18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PARTICULAR | |||||
| 1.01 | Roof bolting in u/g including drilling by power drill manually with wet drilling arrangement
(1.50m – 1.80m length with 27mm dia, drill bit for anchoring 20/22 mm dia roof bolts with
resin capsules and fitting of bearing plates and W-strap (as and when required) and tightening
of nuts etc complete.
Note: Hydraullic Roof Bolting Machine wit hydraullic oil & wet drilling arrangement, drill rod, drill bit will be provided by contractor.
(Spacing of bolt to bolt 1.2m Dip/Rise and Level, Total Length 285m/1.2m = 237.50 bolt in a Row @4 Row = 950 Bolt and 25% additional for junction & other support support = 950 + 237.50 = 1187.50 bolt or say 1188 Bolt.) | - | Bolt | 275.49 | - |
| 1.02 | Drilling, Blasting & mucking manually in Stone (Drilling by power Drill | 1 | cubic mtr | 2,172.98 | ₹2,170.81 |
| 1.03 | Cleaning/Removal of debris/Stone from galleries and stacking within 50m distance | 1 | cubic mtr | 545.17 | ₹544.62 |
| 1.04 | Groove cutting in stone for foundation, manhole/duggi hole/pits and excavated material to be removed and stacked separately within 50m.distance.
Cutting in hard stone by chisel & hammer. (Drain cutting along 38LE from 23D TO 32 D, 237.00 x 0.50 x 0.50 = 59.25 m3 | - | cubic mtr | 6,707.91 | - |
| 1.05 | Shifting of face pump (11LPS) with all accessories i.e. motor starter, power cable, sectiopn pipe and extension pipe with a lead of 30m. In same working section including dismantling, carrying manually, and assembling the same as per instruction of Exe. in charge(Nos. of shifting from 35D to 57D = 550m/30m per shifting = 18 Set/shifting of 01 no. Pump | - | Set | 7,793.5 | - |
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