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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAdmitted-Finance | ₹16.6 L | L1 | Admitted-Finance |
| 2 | L2₹17.1 L+₹44,000 (2.65%)Admitted-Finance | ₹17.1 L+₹44,000 (2.65%) | L2 | Admitted-Finance |
| 3 | L3₹20.4 L+₹3.8 L (23.0%)Admitted-Finance | ₹20.4 L+₹3.8 L (23.0%) | L3 | Admitted-Finance |
| 4 | L4₹20.9 L+₹4.3 L (25.6%)Admitted-Finance | ₹20.9 L+₹4.3 L (25.6%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical EMD Not submitted |
| Sl No | Description | Qty | Unit | Nosad Buildcom Const Company L1 | Develovation L3 | Ambaji Corporation L4 | SUNSHINE VENTURES L2 |
|---|---|---|---|---|---|---|---|
| 0.00Repair of Approach road to new PEB Bldg. in the store section of the factory area. | |||||||
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil, all as specified in SSR Part-I & as directed by EIC. | 230 | Cum | 700 ₹1,61,000 | 350 ₹80,500 | 400 ₹92,000 | 150 ₹34,500 Lowest |
| 2.00 | M & L Soling(or sub base) with broken boulders or quarried stone, inter stices filled,surface formed and rolled and consolidated to required gradient and camber 200MM thickness. | 46 | 10SQM | 5,000 ₹2,30,000 | 2,800 ₹1,28,800 | 2,000 ₹92,000 Lowest | 3,600 ₹1,65,600 |
| 3.00 | M & L Soling(or sub base) with broken boulders or quarried stone, inter stices filled,surface formed and rolled and consolidated to required gradient and camber 100MM thickness. | 46 | 10SQM | 4,000 ₹1,84,000 | 1,600 ₹73,600 Lowest | 2,000 ₹92,000 | 1,800 ₹82,800 |
| 4.00 | M & L Broken stone or boulders,hardcore of gauge exc 63 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. | 46 | Cum | 5,000 ₹2,30,000 | 1,800 ₹82,800 Lowest | 2,500 ₹1,15,000 | 1,800 ₹82,800 Lowest |
| 5.00 | M & L cement concrete type D2 1:4:8(40mm graded aggregate) in foundations, filling and mass concrete, all as specified in SSR Part-I & as directed by EIC. | 46 | Cum | 3,500 ₹1,61,000 Lowest | 6,500 ₹2,99,000 | 5,800 ₹2,66,800 | 5,400 ₹2,48,400 |
| 6.00 | M & L Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimeter in field using 400 kg of cement per cubic metre, thickness of concrete 250MM. | 115 | Cum | 4,000 ₹4,60,000 Lowest | 8,000 ₹9,20,000 | 9,000 ₹10,35,000 | 6,900 ₹7,93,500 |
| 7.00 | M & L forming contraction(Dummy) Joints 65 mm deep X 10 mm wide, filled with sealing compound grade 'A', all as specified in SSR Part I & as directed by EIC.(1 Unit=10 RM) | 80 | Rm | 10 ₹800 Lowest | 100 ₹8,000 | 100 ₹8,000 | 420 ₹33,600 |
| 8.00 | M & L finishing cement concrete surfaces even and smooth using extra cement, all as specified in SSR Part-I & as directed by EIC. | 460 | Sqm | 10 ₹4,600 Lowest | 300 ₹1,38,000 | 125 ₹57,500 | 60 ₹27,600 |
| 9.00 | 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 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. | 3,300 | Kg | 70 ₹2,31,000 Lowest | 95 ₹3,13,500 | 100 ₹3,30,000 | 72 ₹2,37,600 |
Tender Value
₹20.4 L
EMD Value
₹40,863
Closing Date
4 May 2026, 5:30 pmClosed
AGM OFDR
ORDNANCE FACTORY DEHUROAD PUNE
Repairs of Approached road to new PEB Bldg in the store section of the factory area
2026_MIL_274695_1
GM/OFDR/B/R/711/2026-27
Open Tender
Civil Works
Works
45 days
OFDR
Kindly refer to tender document
2 documents required · 2 mandatory
₹0
₹40,863
Yes
24 Jul 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 |
|---|---|---|---|---|---|
| 0 | Repair of Approach road to new PEB Bldg. in the store section of the factory area. | - | - | - | - |
| 1 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil, all as specified in SSR Part-I & as directed by EIC. | - | Cum | - | - |
| 2 | M & L Soling(or sub base) with broken boulders or quarried stone, inter stices filled,surface formed and rolled and consolidated to required gradient and camber 200MM thickness. | - | 10SQM | - | - |
| 3 | M & L Soling(or sub base) with broken boulders or quarried stone, inter stices filled,surface formed and rolled and consolidated to required gradient and camber 100MM thickness. | - | 10SQM | - | - |
| 4 | M & L Broken stone or boulders,hardcore of gauge exc 63 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 | - | - |
| 5 | M & L cement concrete type D2 1:4:8(40mm graded aggregate) in foundations, filling and mass concrete, all as specified in SSR Part-I & as directed by EIC. | - | Cum | - | - |
| 6 | M & L Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimeter in field using 400 kg of cement per cubic metre, thickness of concrete 250MM. | - | Cum | - | - |
| 7 | M & L forming contraction(Dummy) Joints 65 mm deep X 10 mm wide, filled with sealing compound grade 'A', all as specified in SSR Part I & as directed by EIC.(1 Unit=10 RM) | - | Rm | - | - |
| 8 | M & L finishing cement concrete surfaces even and smooth using extra cement, all as specified in SSR Part-I & as directed by EIC. | - | Sqm | - | - |
| 9 | 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 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. | - | Kg | - | - |
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