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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹98.8 LAccepted-AOC B 630 DHANWANTRI NAGAR JABALPUR M P 482003 | JABALPUR | MADHYA PRADESH | 482003 | ₹98.8 L | L-1 | Accepted-AOC As per CWC-II decision |
| 2 | L-2₹1.0 CrRejected-AOC G 4 PLOT NO B 22 RADHE KRISHNA RESIDENCY HARISHANKAR PURAM GWALIOR HARISHANKAR PURAM GWALIOR MADHYA PRADESH 474009 | GWALIOR | MADHYA PRADESH | 474009 | ₹1.0 Cr | L-2 | Rejected-AOC As per CWC-II decision |
| 3 | L-3₹1.0 CrRejected-AOC JABALPUR | ₹1.0 Cr | L-3 | Rejected-AOC As per CWC-II decision |
| 4 | L-4₹1.0 CrRejected-AOC JABALPUR | ₹1.0 Cr | L-4 | Rejected-AOC As per CWC-II decision |
| 5 | L-5₹1.1 CrRejected-AOC | ₹1.1 Cr | L-5 | Rejected-AOC As per CWC-II decision |
| Sl No | Description | Qty | Unit | C L BHATIA L6 | C S RAJ SHEKHAR MUDLIAR L3 | dinesh mishra L1 | M/S BRIJESH SONKER L4 | R K SETHI L5 | AMARNATH ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Site clearance on soft/loose soil. | 104 | Sqm | 80 ₹8,320 | 10 ₹1,040 | 150 ₹15,600 | 25 ₹2,600 | 25 ₹2,600 | 17 ₹1,768 |
| 2.00 | Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for. | 75 | Cum | 600 ₹45,000 | 850 ₹63,750 | 800 ₹60,000 | 800 ₹60,000 | 900 ₹67,500 | 1,600 ₹1.2 L |
| 3.00 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for. | 77 | Cum | 1,000 ₹77,000 | 1,025 ₹78,925 | 800 ₹61,600 | 1,000 ₹77,000 | 1,500 ₹1.2 L | 1,800 ₹1.4 L |
| 4.00 | Removing of building material etc. to a distance of 1.5 km including loading , unloading and staking at distination as directed. | 379 | Per load | 150 ₹56,850 | 230 ₹87,170 | 250 ₹94,750 | 280 ₹1.1 L | 300 ₹1.1 L | 230 ₹87,170 |
| 5.00 | Excavating over area in soft/loose soil n exc 1.5 m deep and getting out. | 680 | Cum | 250 ₹1.7 L | 245 ₹1.7 L | 250 ₹1.7 L | 300 ₹2.0 L | 299 ₹2.0 L | 250 ₹1.7 L |
| 6.00 | Excavating over area in soft/loose soil exc 1.5 m deep but n. exe 3 m and getting out. | 399 | Cum | 370 ₹1.5 L | 325 ₹1.3 L | 350 ₹1.4 L | 350 ₹1.4 L | 400 ₹1.6 L | 400 ₹1.6 L |
| 7.00 | Removing excavated material (soils) exc. 1.00 Km but n exc. 1.5 Km and depositing where directed. | 662 | Cum | 180 ₹1.2 L | 325 ₹2.2 L | 50 ₹33,100 | 400 ₹2.6 L | 200 ₹1.3 L | 600 ₹4.0 L |
| 8.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. | 399 | Cum | 150 ₹59,850 | 70 ₹27,930 | 150 ₹59,850 | 100 ₹39,900 | 75 ₹29,925 | 130 ₹51,870 |
| 9.00 | M&L, Stone dust filling in floor/foundation or pavings, laid in layers n. exe. 15 cm thick, spread and levelled and rammed including watering. | 56 | Cum | 600 ₹33,600 | 600 ₹33,600 | 800 ₹44,800 | 800 ₹44,800 | 1,200 ₹67,200 | 600 ₹33,600 |
| 10.00 | M&L, Hardcore of gauge (Broken stone or boulders )n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface. | 228 | Cum | 1,000 ₹2.3 L | 1,200 ₹2.7 L | 800 ₹1.8 L | 1,000 ₹2.3 L | 1,500 ₹3.4 L | 1,036 ₹2.4 L |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
17 Mar 2026, 2:00 pmClosed
Chief General Manager
O F Khamaria, Jabalpur M.P- 482005
Construction of blast wall of outside the process building no 829/F-9 section having processing storage of H.D 1.1 explosive in filling area at OFK.
2026_MIL_268647_1
3520/EO/CONT/ND2502/25-26/02
Open Tender
Civil Works
180 days
Ordnance Factory Khamaria
Please refer tender documents
8 documents required · 8 mandatory
₹0
₹1.9 L
Yes
2 Jun 2026
25 Feb 2026
18 Mar 2026
25 Feb 2026
17 Mar 2026
25 Feb 2026
25 Feb 2026 - 16 Mar 2026
Site clearance on soft/loose soil.
Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for.
Removing of building material etc. to a distance of 1.5 km including loading , unloading and staking at distination as directed.
Excavating over area in soft/loose soil n exc 1.5 m deep and getting out.
Excavating over area in soft/loose soil exc 1.5 m deep but n. exe 3 m and getting out.
Removing excavated material (soils) exc. 1.00 Km but n exc. 1.5 Km and depositing where directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.
M&L, Stone dust filling in floor/foundation or pavings, laid in layers n. exe. 15 cm thick, spread and levelled and rammed including watering.
M&L, Hardcore of gauge (Broken stone or boulders )n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface.
M & L, Shingle filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled, and blinded with earth and rammed including watering.
M&L, Cement concrete in foundations, filling and mass concrete type-B2,1:2:4, 40mm graded agreegate .
M&L, Reinforced cement concrete (design mix M-30 ,20mm graded agreegate) foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete.
M&L, Reinforced cement concrete (design mix M-30 ,20mm graded) in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses.
Formwork to sides of rough finished flat surfaces of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter.
Formwork to faces of rough finished flat surface of concrete walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter.
M&L, Rendering 15mm (Cement plaster 1:4 )thick on fair faces of brick work or concrete sur face even and smooth without using extra cement.
M& L,Preparation of new plastered wall surfaces with Chalk whiting, on plastered surfaces and two coat of cement paint on wall surfaces, white or tinted.
M&L ,Mild steel bars TMT BAR 6mm to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
M&L, Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips .
M&L, Concrete bed to drain pipes ( Bore of pipe in 300 mm Cement concrete 1:3:6 type C-2) including packing under and completely surrounding pipes with concrete after they are laid and tested and 300mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collars
S&L, 40mm dia steel water tubing medium grade with all fittings, laid in trenches.
S&L, 20mm dia steel water tubing medium grade with all fittings, laid in trenches.
M&L ,Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead strip 25x4.0mm as earhting lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion.
M&L, Test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw.
M&L, Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 25x4mm galvanised iron strip.
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