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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-AOC CHANDAN NAGAR OPP IOCL PERTROL PUMP RAMPUR ROAD BAREILLY UP 243001 | BAREILLY | BAREILLY | UTTAR PRADESH | 243001 | ₹4.7 Cr | L1 | Accepted-AOC BEING L1 BID ACCEPTED BEING OVERALL REASONABLE |
| 2 | L2₹5.3 Cr+₹61.5 L (13.1%)Rejected-Finance 548 C 259 CHANDRODAYA NAGAR DEOPUR PARA LUCKNOW 226017 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226017 | ₹5.3 Cr+₹61.5 L (13.1%) | L2 | Rejected-Finance OTHER THAN L1 |
| 3 | L3₹5.7 Cr+₹1.1 Cr (22.5%)Rejected-Finance PLOT NO 184 SEC 3 IMT MANESAR GURGAON HARYANA 122050 | GURGAON | HARYANA | 122050 | ₹5.7 Cr+₹1.1 Cr (22.5%) | L3 | Rejected-Finance OTHER THAN L1 |
| 4 | L4₹5.9 Cr+₹1.3 Cr (26.9%)Rejected-Finance 04 L BLOCK MARKET SECTOR 11 NOIDA 201301 UP GAUTAM BUDHA NAGAR | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | ₹5.9 Cr+₹1.3 Cr (26.9%) | L4 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | BHARAT ELECTRICAL TRADERS L1 | GEPS PROJECTS L4 | PRAGATI ELECTROCOM PVT LTD L3 | M/s National Electrical And Electronics Services L2 |
|---|---|---|---|---|---|---|---|
| 1.00SCHEDULE "A" : | |||||||
| 2.00 | Item No 01A : Carrying out Soil bearing capacity AND Designing (Structurally and architecturally) & vetting from appropriate authority of sub station building based on tentative line plan/drg, refer Soil bearing capacity (SBC) Report, design parameters and tender documents.
Note: Bidder has to design the sub-station in such a manner, so that there are NIL/min requirement of items other than the item mentioned in this BoQ also efforts should be made to design sub station so that there is NO deviation beyond DO limit. | 1 | Lump sum | 2,50,000 ₹2,50,000 | 7,50,000 ₹7,50,000 | 1,20,000 ₹1,20,000 Lowest | 6,00,000 ₹6,00,000 |
| 3.00 | Item No 01 : Surface excavation n.exc. 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | 426.25 | Sqm | 15 ₹6,393.75 Lowest | 75 ₹31,968.75 | 45 ₹19,181.25 | 36 ₹15,345 |
| 4.00 | Item No 02 : Excavation in trenches not exc. 1.5 metre wide and not exc. 1.50 metre in depth for foundation etc and for manholes etc n.exc. 10 Sqm on plan and n.exc. 1.5 metre depth and getting out in soft/loose soil complete all as specified and directed. | 2,750.22 | Cum | 80 ₹2,20,017.6 Lowest | 210 ₹5,77,546.2 | 113 ₹3,10,774.86 | 150 ₹4,12,533 |
| 5.00 | Item No 03 : Removing excavated materials (soils) to a distance not exc. 50 metre and depositing where directed at a level not exc. 1.50 above the starting point complete all as specified and directed. | 661.98 | Cum | 50 ₹33,099 | 110 ₹72,817.8 | 45 ₹29,789.1 Lowest | 110 ₹72,817.8 |
| 6.00 | Item No 04 : Returning filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick as in soft/loose soil complete all as specified and directed. | 2,088.24 | Cum | 50 ₹1,04,412 | 75 ₹1,56,618 | 45 ₹93,970.8 Lowest | 85 ₹1,77,500.4 |
| 7.00 | Item No 05 : M & L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering | 240 | Cum | 1,100 ₹2,64,000 | 2,700 ₹6,48,000 | 645 ₹1,54,800 Lowest | 2,150 ₹5,16,000 |
| 8.00 | Item No 06 : Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) complete all as specified and directed. | 54 | Sqm | 100 ₹5,400 Lowest | 270 ₹14,580 | 188 ₹10,152 | 150 ₹8,100 |
| 9.00 | Item No 07 : Material & labour for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete and sub base of floor complete all as specified and directed. | 28.72 | Cum | 3,500 ₹1,00,520 Lowest | 8,100 ₹2,32,632 | 6,750 ₹1,93,860 | 6,800 ₹1,95,296 |
| 10.00 | Item No 08 : Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. | 24.01 | Sqm | 300 ₹7,203 Lowest | 480 ₹11,524.8 | 450 ₹10,804.5 | 480 ₹11,524.8 |
Tender Value
₹4.8 Cr
EMD Value
₹5.6 L
Closing Date
22 Jun 2026, 6:00 pmClosed
Chief Engineer Jabalpur Zone
HQ Chief Engineer Jabalpur Zone RIDGE ROAD JABALPUR 482001
PROVN STAND BY 33 KV CABLE FROM JBVL STN TO MAIN RECEIVING STN ALONGWITH AUGMENTATION OF ASSOCIATED INFRA AT 11 KV SUB STN AT DIPATOLI
2025_MES_742467_2
753026A PROVN STAND BY 33 KV CABLE FROM JBVL STN TO MAIN RECEIVING STN ALONGWITH AUGMENTION DIPATOLI
Open Tender
Civil Works
Item Rate
365 days
DIPATOLI
AS PER NIT
8 documents required · 8 mandatory
₹2,000
GE DIPATOLI
₹5.6 L
Yes
14 Aug 2026
9 Jun 2026
27 Jun 2026
9 Jun 2026
22 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SCHEDULE "A" : | - | - | - | - |
| 2 | Item No 01A : Carrying out Soil bearing capacity AND Designing (Structurally and architecturally) & vetting from appropriate authority of sub station building based on tentative line plan/drg, refer Soil bearing capacity (SBC) Report, design parameters and tender documents.
Note: Bidder has to design the sub-station in such a manner, so that there are NIL/min requirement of items other than the item mentioned in this BoQ also efforts should be made to design sub station so that there is NO deviation beyond DO limit. | 1 | Lump sum | - | - |
| 3 | Item No 01 : Surface excavation n.exc. 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | 426.25 | Sqm | - | - |
| 4 | Item No 02 : Excavation in trenches not exc. 1.5 metre wide and not exc. 1.50 metre in depth for foundation etc and for manholes etc n.exc. 10 Sqm on plan and n.exc. 1.5 metre depth and getting out in soft/loose soil complete all as specified and directed. | - | Cum | - | - |
| 5 | Item No 03 : Removing excavated materials (soils) to a distance not exc. 50 metre and depositing where directed at a level not exc. 1.50 above the starting point complete all as specified and directed. | - | Cum | - | - |
| 6 | Item No 04 : Returning filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick as in soft/loose soil complete all as specified and directed. | - | Cum | - | - |
| 7 | Item No 05 : M & L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering | 240 | Cum | - | - |
| 8 | Item No 06 : Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) complete all as specified and directed. | 54 | Sqm | - | - |
| 9 | Item No 07 : Material & labour for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete and sub base of floor complete all as specified and directed. | 28.72 | Cum | - | - |
| 10 | Item No 08 : Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. | 24.01 | Sqm | - | - |
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