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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC AT JHIRKEY PO KATHARA DIST BOKARO JHARKHAND | KATHARA | BOKARO | JHARKHAND | ₹4.9 L Quoted ₹4.2 L | L1 | Accepted-AOC ACCEPTED AS PER NIT |
| 2 | L2₹4.4 LRejected-Finance JHIRKEY KATHARA BOKARO JHARKHAND 829116 | KATHARA | BOKARO | JHARKHAND | 829116 | ₹4.4 L | L2 | Rejected-Finance Rejected as per NIT |
| 3 | L3₹4.8 LRejected-Finance | ₹4.8 L | L3 | Rejected-Finance Rejected as per NIT |
| Sl No | Description | Qty | Unit | M/S I.R. ENTERPRISES L1 | MD MURAD ALAM L3 | ATTAULLAH ANSARI L2 |
|---|---|---|---|---|---|---|
| 1.01 | Structural steel work riverted, bolted or welded In built up sections,trusses and framed including work, cutting, hoisting fixing In position and applying a priminig coat of approved steel primer all complete, (Weight of one no. of lighting tower: 305.9 kg) (Excluding M.S.materlals) Weight kg of 6"Ms pipe 7 mtr =7x21.2kg/mtr=148.48 Weight of M.S. channel -75 mm x 40 mm x 6 mm- 35 mtr x 7.14kg/mtr= 249.90 Total kg wt per tower =398.38 kg Thus weight of 10 nos. = 3983.80 kg | 3,983.8 | Kg | 39 ₹1.6 L | 50 ₹2.0 L | 40 ₹1.6 L |
| 1.02 | Providing and laying in position cement of specified concrete grade excluding and shuttering. the cost of centering All work up to plinth level: 1:2:4 (1 cement: 20 mm 2 coarse sand: 4 graded stone aggregate nominal size) | 18.75 | Cum | 5,500 ₹1.0 L | 6,501 ₹1.2 L | 6,500 ₹1.2 L |
| 1.03 | Supplying M.S. Channel - 75 mm x 40 mm x 6 mm or M.S. angle 35 mm x 35 mm x 5 mm | 1,500 | Kg | 80.29 ₹1.2 L | 82 ₹1.2 L | 81 ₹1.2 L |
| 1.04 | MS electrode for welding work | 120 | Kg | 120 ₹14,400 | 121 ₹14,520 | 120 ₹14,400 |
| 1.05 | Supplying and fixing of 6" M.S. flange | 16 | Set | 1,290 ₹20,640 | 1,299 ₹20,784 | 1,290 ₹20,640 |
| 1.06 | Nut and Bolt M.S. of required size | 25 | KLg | 100 ₹2,500 | 101 ₹2,525 | 100 ₹2,500 |
| 2.00 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - | - |
Tender Value
Refer Docs
EMD Value
₹6,200
Closing Date
13 Mar 2026, 4:00 pmClosed
Project Engineer (EnM), Kathara Colliery
Project Engineer (EnM), Kathara Colliery
Fabrication of LIGHTING TOWER from old and rejected dumper type of illumination of different places of mines w.r.t Kathara Colliery.
2026_CCL_355318_1
KTC/PE/EnM/25-26/103 Date-02.03.2026
Open Tender
Electrical and Maintenance Works
10 days
Project Engineer (EnM), Kathara Colliery
As per NIT
4 documents required · 4 mandatory
₹6,200
Yes
29 Mar 2026
3 Mar 2026
14 Mar 2026
3 Mar 2026
13 Mar 2026
3 Mar 2026
3 Mar 2026 - 10 Mar 2026
Structural steel work riverted, bolted or welded In built up sections,trusses and framed including work, cutting, hoisting fixing In position and applying a priminig coat of approved steel primer all complete, (Weight of one no. of lighting tower: 305.9 kg) (Excluding M.S.materlals) Weight kg of 6"Ms pipe 7 mtr =7x21.2kg/mtr=148.48 Weight of M.S. channel -75 mm x 40 mm x 6 mm- 35 mtr x 7.14kg/mtr= 249.90 Total kg wt per tower =398.38 kg Thus weight of 10 nos. = 3983.80 kg
Providing and laying in position cement of specified concrete grade excluding and shuttering. the cost of centering All work up to plinth level: 1:2:4 (1 cement: 20 mm 2 coarse sand: 4 graded stone aggregate nominal size)
Supplying M.S. Channel - 75 mm x 40 mm x 6 mm or M.S. angle 35 mm x 35 mm x 5 mm
MS electrode for welding work
Supplying and fixing of 6" M.S. flange
Nut and Bolt M.S. of required size
Total impact of GST for the purpose of CTC
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