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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAdmitted-Finance | ₹19.2 L | L1 | Admitted-Finance |
| 2 | L2₹20.6 L+₹1.4 L (7.18%)Admitted-Finance | ₹20.6 L+₹1.4 L (7.18%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical EMD Not Submitted |
| Sl No | Description | Qty | Unit | Ambaji Corporation L2 | Nosad Buildcom Const Company L1 |
|---|---|---|---|---|---|
| 1.00Repairs to perimeter wall at estate area OFDR | |||||
| 1.01 | Surface excavation n exc 30cm deep and averaging 15 cm deep and getting out | 480 | Sqm | 10 ₹4,800 Lowest | 10 ₹4,800 Lowest |
| 1.02 | Demolition percast concrete block walling, bulit in Cement mortar,all as specified in SSR Part I & as directed by EIC. | 50 | Cum | 250 ₹12,500 Lowest | 1,500 ₹75,000 |
| 1.03 | Removing excavated soil materials exc 250 m but n exc 1 Km and depositing where directed, at a level n exc 1.5 m above the starting point, level, spread, all as specified in SSR Part-I and as directed by EIC. | 65 | Cum | 300 ₹19,500 | 100 ₹6,500 Lowest |
| 1.04 | 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 | 180 | Cum | 300 ₹54,000 Lowest | 800 ₹1,44,000 |
| 1.05 | 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 | 115 | Cum | 80 ₹9,200 | 50 ₹5,750 Lowest |
| 1.06 | 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. | 12 | Cum | 1,800 ₹21,600 Lowest | 5,000 ₹60,000 |
| 1.07 | 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 | 12 | Cum | 5,000 ₹60,000 Lowest | 8,000 ₹96,000 |
| 1.08 | M & L walling of random rubble , uncoursed , well bonded , bedded and solidly heaterd , built in cement mortar 1 : 6 , all as specified in SSR Part-I & as directed by EIC. | 39 | Cum | 5,000 ₹1,95,000 | 2,000 ₹78,000 Lowest |
| 1.09 | A)M & L RCC type B 1, 1:2:4 ( 20 mm graded aggregate ) as in foundations, including footings , plinth beams,under reamed piles & mass concrete, all as specified in SSR Part-I & as directed by EIC | 35 | Cum | 6,500 ₹2,27,500 | 5,000 ₹1,75,000 Lowest |
Tender Value
₹23.4 L
EMD Value
₹46,734
Closing Date
5 May 2026, 6:00 pmClosed
CGM OFDR
CGM OFDR
Repairs to perimeter wall at estate area OFDR
2026_MIL_275505_1
GM/OFDR/B/R/717/2026-27
Open Tender
Civil Works
Works
90 days
OFDR
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹46,734
Yes
24 Jul 2026
22 Apr 2026
6 May 2026
22 Apr 2026
5 May 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Repairs to perimeter wall at estate area OFDR | |||||
| 1.01 | Surface excavation n exc 30cm deep and averaging 15 cm deep and getting out | - | Sqm | - | - |
| 1.02 | Demolition percast concrete block walling, bulit in Cement mortar,all as specified in SSR Part I & as directed by EIC. | - | Cum | - | - |
| 1.03 | Removing excavated soil materials exc 250 m but n exc 1 Km and depositing where directed, at a level n exc 1.5 m above the starting point, level, spread, all as specified in SSR Part-I and as directed by EIC. | - | Cum | - | - |
| 1.04 | 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 | - | - |
| 1.05 | 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 | - | - |
| 1.06 | 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 | - | - |
| 1.07 | 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 | - | - |
| 1.08 | M & L walling of random rubble , uncoursed , well bonded , bedded and solidly heaterd , built in cement mortar 1 : 6 , all as specified in SSR Part-I & as directed by EIC. | - | Cum | - | - |
| 1.09 | A)M & L RCC type B 1, 1:2:4 ( 20 mm graded aggregate ) as in foundations, including footings , plinth beams,under reamed piles & mass concrete, all as specified in SSR Part-I & as directed by EIC | - | Cum | - | - |
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