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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.5 LAdmitted-Finance | ₹52.5 L | L1 | Admitted-Finance |
| 2 | L2₹57.3 L+₹4.8 L (9.11%)Admitted-Finance | ₹57.3 L+₹4.8 L (9.11%) | L2 | Admitted-Finance |
| 3 | L3₹60.9 L+₹8.4 L (15.9%)Admitted-Finance | ₹60.9 L+₹8.4 L (15.9%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical EMD Not submitted |
| Sl No | Description | Qty | Unit | Nosad Buildcom Const Company L1 | M/S Hrushikesh A. Patil L3 | Develovation L2 |
|---|---|---|---|---|---|---|
| 1.00PART-A | ||||||
| 1.01 | Surface dressing n exc 15cm deep in soft / loose soil,all as specifed in SSR Part I and as directed by EIC. | 2,000 | Sqm | 10 ₹20,000 Lowest | 28 ₹56,000 | 25 ₹50,000 |
| 1.02 | Excavating over areas , n exc 1.5 m deep and getting out in hard / dense soil , all as apecified in SSR Part- I & as directed by EIC | 1,000 | CUM | 800 ₹8,00,000 | 450 ₹4,50,000 | 400 ₹4,00,000 Lowest |
| 1.03 | M & L moorum , filling , in floors or pavings , laid in layers n exc 15 cm thick , spread , levelled and rammed including watering , all as specified in SSR Part-I & as directed by EIC . onlyfor hardstanding | 330 | CUM | 1,200 ₹3,96,000 | 1,300 ₹4,29,000 | 1,000 ₹3,30,000 Lowest |
| 1.04 | M&L Hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface. | 300 | CuM | 3,500 ₹10,50,000 | 2,100 ₹6,30,000 | 2,000 ₹6,00,000 Lowest |
| 1.05 | M & L cement concrete type D2 1:4:8 ( 40 mm graded aggregate ) , in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC | 100 | CUM | 4,000 ₹4,00,000 Lowest | 6,200 ₹6,20,000 | 6,800 ₹6,80,000 |
| 1.06 | M & L cement concrete Type B2, 1:2:4 ( 40 mm graded aggregate ) in foundations, filling and mass concrete, all as specified in SSR Part-I & as directed by EIC . | 200 | Cum | 4,500 ₹9,00,000 Lowest | 7,400 ₹14,80,000 | 8,400 ₹16,80,000 |
| 1.07 | 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 cloumns , hooking ends and binding with and including 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.(6mm bar ) | 6,160 | Kg | 80 ₹4,92,800 Lowest | 95 ₹5,85,200 | 100 ₹6,16,000 |
| 2.00PART-B | ||||||
| 2.01 | Surface dressing n exc 15cm deep in soft / loose soil,all as specifed in SSR Part I and as directed by EIC. | 60 | Sqm | 10 ₹600 Lowest | 28 ₹1,680 | 25 ₹1,500 |
Tender Value
₹63.9 L
EMD Value
₹1.2 L
Closing Date
4 May 2026, 5:45 pmClosed
CGM,OFDR
Ordnance factory dehuroad Pune
CONSTRUCTION OF BURNING PIT DROWNING TANK HARD STANDING AND APPROACH PATHWAY TO BLDG NO 74 MAGAZINE AREA AT OFDR
2026_MIL_274705_1
GM/OFDR/B/R/716/2026-27
Open Tender
Civil Works
Works
240 days
OFDR
Kindly refer to tender document
2 documents required · 2 mandatory
₹0
₹1.2 L
Yes
30 May 2026
13 Apr 2026
5 May 2026
13 Apr 2026
4 May 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PART-A | |||||
| 1.01 | Surface dressing n exc 15cm deep in soft / loose soil,all as specifed in SSR Part I and as directed by EIC. | - | Sqm | - | - |
| 1.02 | Excavating over areas , n exc 1.5 m deep and getting out in hard / dense soil , all as apecified in SSR Part- I & as directed by EIC | - | CUM | - | - |
| 1.03 | M & L moorum , filling , in floors or pavings , laid in layers n exc 15 cm thick , spread , levelled and rammed including watering , all as specified in SSR Part-I & as directed by EIC . onlyfor hardstanding | - | CUM | - | - |
| 1.04 | M&L Hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface. | - | CuM | - | - |
| 1.05 | M & L cement concrete type D2 1:4:8 ( 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 cement concrete Type B2, 1:2:4 ( 40 mm graded aggregate ) in foundations, filling and mass concrete, all as specified in SSR Part-I & as directed by EIC . | - | Cum | - | - |
| 1.07 | 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 cloumns , hooking ends and binding with and including 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.(6mm bar ) | - | Kg | - | - |
| 2PART-B | |||||
| 2.01 | Surface dressing n exc 15cm deep in soft / loose soil,all as specifed in SSR Part I and as directed by EIC. | - | Sqm | - | - |
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