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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.0 LAdmitted-Finance | ₹39.0 L | L1 | Admitted-Finance |
| 2 | L2₹40.1 L+₹1.1 L (2.91%)Admitted-Finance | ₹40.1 L+₹1.1 L (2.91%) | L2 | Admitted-Finance |
| 3 | L3₹50.2 L+₹11.2 L (28.8%)Admitted-Finance | ₹50.2 L+₹11.2 L (28.8%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S TIRUPATI GOROBA SHENDGE L2 | Nosad Buildcom Const Company L3 | M/S Hrushikesh A. Patil L1 |
|---|---|---|---|---|---|---|
| 1.00PART-A | ||||||
| 1.01 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10sq.m on plan and not exceeding 1.5m in depth and getting out in i)Hard/dence soil | 28 | Cum | 450 ₹12,600 Lowest | 700 ₹19,600 | 600 ₹16,800 |
| 1.02 | Hard dense soil exceeding 1.5m in depth; for foundation, etc | 5 | Cum | 600 ₹3,000 Lowest | 700 ₹3,500 | 850 ₹4,250 |
| 1.03 | A) Returning , filling in, Hard / Dense soil , including spreading , levelling , watering and well ramming in layers not exc 25 cm , all as specified in SSR Part-I & as directed by EIC | 20 | CUM | 300 ₹6,000 | 100 ₹2,000 Lowest | 140 ₹2,800 |
| 1.04 | M & L broken stone or boulders , hardcore of gauge exc 63 mm but n exc 100 mm , deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. | 2 | Cum | 1,600 ₹3,200 Lowest | 5,000 ₹10,000 | 2,400 ₹4,800 |
| 1.05 | M & L cement concrete Type C2 1:3:6 ( 40 mm graded aggregate ) in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC | 2 | Cum | 5,200 ₹10,400 | 5,000 ₹10,000 Lowest | 6,000 ₹12,000 |
| 1.06 | M & L M 25 GRADE Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, all as specified in SSR Part-I & as directed by EIC. | 7 | Cum | 6,500 ₹45,500 Lowest | 8,000 ₹56,000 | 8,500 ₹59,500 |
| 1.07 | M & L M 25 grade Walls, retaining walls,
basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses all as specified in SSR Part-I & as directed by EIC. | 8.5 | Cum | 6,800 ₹57,800 Lowest | 10,000 ₹85,000 | 8,600 ₹73,100 |
| 1.08 | Ditto-SLAB | 1.75 | Cum | 7,000 ₹12,250 Lowest | 10,000 ₹17,500 | 8,600 ₹15,050 |
| 1.09 | A) M & L Deformed or twisted mild steel bars 10 mm dia and over , cut to length, bent to shape required , including cranking , bending , spirally for hooping for columns , hooking ends and binding with and incluidng mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC. | 2,100 | KG | 100 ₹2,10,000 | 120 ₹2,52,000 | 95 ₹1,99,500 Lowest |
Tender Value
₹40.5 L
EMD Value
₹80,996
Closing Date
9 May 2026, 6:00 pmClosed
CGM OFDR
The Chief General Manager, Ordnance Factory, Dehuroad, Pune of Munitions India Limited
Repairs of existing facilities for Fuze PDM 557 at OFDR Proof Range
2026_MIL_275381_1
GM/OFDR/B/R/714/2026-27
Open Tender
Civil Works
Works
180 days
OFDR
kindly refer to tender documents
2 documents required · 2 mandatory
₹0
₹80,996
Yes
21 May 2026
21 Apr 2026
11 May 2026
21 Apr 2026
9 May 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PART-A | |||||
| 1.01 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10sq.m on plan and not exceeding 1.5m in depth and getting out in i)Hard/dence soil | - | Cum | - | - |
| 1.02 | Hard dense soil exceeding 1.5m in depth; for foundation, etc | - | Cum | - | - |
| 1.03 | A) Returning , filling in, Hard / Dense soil , including spreading , levelling , watering and well ramming in layers not exc 25 cm , all as specified in SSR Part-I & as directed by EIC | - | CUM | - | - |
| 1.04 | M & L broken stone or boulders , hardcore of gauge exc 63 mm but n exc 100 mm , deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. | - | Cum | - | - |
| 1.05 | M & L cement concrete Type C2 1:3:6 ( 40 mm graded aggregate ) in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC | - | Cum | - | - |
| 1.06 | M & L M 25 GRADE Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, all as specified in SSR Part-I & as directed by EIC. | - | Cum | - | - |
| 1.07 | M & L M 25 grade Walls, retaining walls,
basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses all as specified in SSR Part-I & as directed by EIC. | - | Cum | - | - |
| 1.08 | Ditto-SLAB | - | Cum | - | - |
| 1.09 | A) M & L Deformed or twisted mild steel bars 10 mm dia and over , cut to length, bent to shape required , including cranking , bending , spirally for hooping for columns , hooking ends and binding with and incluidng mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC. | - | KG | - | - |
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