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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.9 LAccepted-AOC FLAT NO 201 LAXMI PARK NIWAS BT KAWADE ROAD GHORPADI PUNE 411036 | PUNE | MAHARASHTRA | 411036 | ₹33.9 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹36.6 L+₹2.7 L (7.90%)Rejected-Finance | ₹36.6 L+₹2.7 L (7.90%) | L2 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Ganga Enterprises L1 | shakti construction L2 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 64 | Sqm | 180 ₹11,520 | 50 ₹3,200 Lowest |
| 2.00 | Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in hard / dense soil complete all as specified and directed. | 18 | Cum | 250 ₹4,500 Lowest | 600 ₹10,800 |
| 3.00 | Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose soil complete all as specified and directed. | 5.4 | Cum | 180 ₹972 | 110 ₹594 Lowest |
| 4.00 | Removing excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m from straight point outside of MOD land complete all as specified and directed. | 12.5 | Cum | 210 ₹2,625 Lowest | 300 ₹3,750 |
| 5.00 | M & L PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 2 | Cum | 3,200 ₹6,400 Lowest | 5,100 ₹10,200 |
| 6.00 | M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. | 4.6 | Cum | 800 ₹3,680 Lowest | 1,000 ₹4,600 |
| 7.00 | M&L Hard core of broken stone boulders of gauge n exc 63 mm, deposited spread and leveled in layers n exc 15 cm thick, watered and rammed to true surface complete all as specified and directed. | 7.3 | Cum | 800 ₹5,840 Lowest | 1,800 ₹13,140 |
| 8.00 | M & L for 100 mm thick PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregate) as in sub base, floors and pavings etc. including using plate type electric vibrator complete all as specified and directed. | 30 | Sqm | 250 ₹7,500 Lowest | 450 ₹13,500 |
| 9.00 | M & L for 25mm thick PCC 1:2:4 type B1 (using 20mm graded stone aggregate) complete all as specified and directed. | 138 | Sqm | 112 ₹15,456 Lowest | 150 ₹20,700 |
| 10.00 | M&L 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 as in stirrups complete all as specified and directed. | 710 | Kg | 75 ₹53,250 Lowest | 80 ₹56,800 |
Tender Value
₹43.4 L
EMD Value
₹86,752
Closing Date
14 Jul 2026, 6:00 pmClosed
GE (AF) SUBROTO PARK
GE (AF) Subroto Park, Delhi Cantt Delhi-110010
As described in Bill of quantities
2026_MES_772884_1
GE/SP/TOKEN-05/2026-27
Open Tender
Civil Works
Item Rate
120 days
GE (AF) SUBROTO PARK
As per NIT and tender documents
9 documents required · 9 mandatory
₹500
GE (AF) SUBROTO PARK
₹86,752
Yes
10 Sept 2026
17 Jun 2026
17 Jul 2026
17 Jun 2026
14 Jul 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 64 | Sqm | - | - |
| 2 | Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in hard / dense soil complete all as specified and directed. | 18 | Cum | - | - |
| 3 | Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose soil complete all as specified and directed. | 5.4 | Cum | - | - |
| 4 | Removing excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m from straight point outside of MOD land complete all as specified and directed. | 12.5 | Cum | - | - |
| 5 | M & L PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 2 | Cum | - | - |
| 6 | M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. | 4.6 | Cum | - | - |
| 7 | M&L Hard core of broken stone boulders of gauge n exc 63 mm, deposited spread and leveled in layers n exc 15 cm thick, watered and rammed to true surface complete all as specified and directed. | 7.3 | Cum | - | - |
| 8 | M & L for 100 mm thick PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregate) as in sub base, floors and pavings etc. including using plate type electric vibrator complete all as specified and directed. | 30 | Sqm | - | - |
| 9 | M & L for 25mm thick PCC 1:2:4 type B1 (using 20mm graded stone aggregate) complete all as specified and directed. | 138 | Sqm | - | - |
| 10 | M&L 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 as in stirrups complete all as specified and directed. | 710 | Kg | - | - |
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