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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.2 LAccepted-AOC | L1 | Accepted-AOC Being L1 bidder | |
| 2 | L2₹37.4 L+₹13,478 (0.36%)Rejected-AOC 840 1B MADHUR VIHAR COLONY CIVIL LINES JHANSI UP 284 001 | JHANSI | JHANSI | UTTAR PRADESH | 284001 | L2 | Rejected-AOC Not Being L1 bidder | |
| 3 | L3₹38.7 L+₹1.4 L (3.85%)Rejected-AOC 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | L3 | Rejected-AOC Not Being L1 bidder | |
| 4 | L4₹40.0 L+₹2.7 L (7.27%)Rejected-AOC 01 NEAR GOVERMENT HOSPITAL KOTHI BAZAR ROAD KOTHI SATNA MADHYA PRADESH 485666 | SATNA | MADHYA PRADESH | 485666 | L4 | Rejected-AOC Not Being L1 bidder | |
| 5 | L5₹41.1 L+₹3.8 L (10.1%)Rejected-AOC 792 2 A CIVIL LINES NEAR BABULAL MILL GWALIOR ROAD JHANSI 284001 | JHANSI | JHANSI | UTTAR PRADESH | 284001 | L5 | Rejected-AOC Not Being L1 bidder |
| Sl No | Description | Qty | Unit | ROHIT ENTERPRISES L10 | VIJAY BUILDERS L3 | M/s Jagdish Chandra Arora L1 | V K Engineers and Associates L5 | m/s ramesh saran agarwal L8 | M/S Kumar Contractors L2 | M/s BRIJ KUMAR RAI L6 | FTH TRADERS L9 | M/S S K AGARWAL L7 | ADARSH ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard/dense soil. | 452 | Sqm | 100 ₹45,200 | 65 ₹29,380 | 100 ₹45,200 | 95 ₹42,940 | 45 ₹20,340 Lowest | 85 ₹38,420 | 100 ₹45,200 | 65 ₹29,380 | 90 ₹40,680 | 90 ₹40,680 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over area (exceeding 30 cm in depth, 1.5m width as well as 10 sqm on plan ) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engr in charge. | 69.12 | Cum | 300 ₹20,736 | 225 ₹15,552 | 250 ₹17,280 | 320 ₹22,118.4 | 180 ₹12,441.6 Lowest | 245 ₹16,934.4 | 320 ₹22,118.4 | 350 ₹24,192 | 285 ₹19,699.2 | 300 ₹20,736 |
| 3.00 | Earth work in excavation of by mechanical means (Hydraulic excavator) means over area (exceeding 30 cm in depth, 1.5m width as well as 10 sqm on plan ) including getting out in ordinary rock and disposal of excavated materials lead upto 50m and lift upto 1.5m all as directed by Engr in charge. | 2.3 | Cum | 300 ₹690 | 325 ₹747.5 | 300 ₹690 | 360 ₹828 | 250 ₹575 | 245 ₹563.5 Lowest | 355 ₹816.5 | 350 ₹805 | 350 ₹805 | 350 ₹805 |
| 4.00 | M & L for PCC type D2 1:4:8 (40mm graded Aggr) in foundations, filling and mass Concrete. Complete all as specified & directed. | 17.3 | Cum | 3,250 ₹56,225 | 3,250 ₹56,225 | 3,000 ₹51,900 | 2,800 ₹48,440 | 3,000 ₹51,900 | 2,900 ₹50,170 | 810 ₹14,013 | 3,000 ₹51,900 | 800 ₹13,840 | 795 ₹13,753.5 Lowest |
| 5.00 | Returnng, filling in including spreading, levelling, watering and well ramming in layers not exc 25cm.Complete all as specified & directed. | 49.5 | Cum | 250 ₹12,375 | 150 ₹7,425 | 200 ₹9,900 | 60 ₹2,970 | 250 ₹12,375 | 200 ₹9,900 | 50 ₹2,475 Lowest | 300 ₹14,850 | 55 ₹2,722.5 | 50 ₹2,475 Lowest |
| 6.00 | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point Complete all as specified & directed. | 89.41 | Cum | 250 ₹22,352.5 | 250 ₹22,352.5 | 100 ₹8,941 | 50 ₹4,470.5 | 250 ₹22,352.5 | 200 ₹17,882 | 55 ₹4,917.55 | 300 ₹26,823 | 60 ₹5,364.6 | 45 ₹4,023.45 Lowest |
| 7.00 | M&L Spreading & Levelling and well ramming including watering as required in layers n.exc 25 cm thick Complete all as specified & directed. | 27.14 | Cum | 350 ₹9,499 | 250 ₹6,785 | 150 ₹4,071 Lowest | 320 ₹8,684.8 | 175 ₹4,749.5 | 265 ₹7,192.1 | 310 ₹8,413.4 | 450 ₹12,213 | 300 ₹8,142 | 310 ₹8,413.4 |
| 8.00 | M & L 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 sub structure in contact with backfill to be measured) | 137 | Sqm | 325 ₹44,525 | 225 ₹30,825 | 200 ₹27,400 Lowest | 350 ₹47,950 | 200 ₹27,400 Lowest | 215 ₹29,455 | 350 ₹47,950 | 245 ₹33,565 | 350 ₹47,950 | 340 ₹46,580 |
| 9.00 | M & L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface | 111 | Sqm | 275 ₹30,525 | 250 ₹27,750 | 300 ₹33,300 | 450 ₹49,950 | 200 ₹22,200 Lowest | 290 ₹32,190 | 420 ₹46,620 | 300 ₹33,300 | 420 ₹46,620 | 420 ₹46,620 |
| 10.00 | M & L Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area | 48 | Sqm | 200 ₹9,600 | 165 ₹7,920 Lowest | 200 ₹9,600 | 360 ₹17,280 | 200 ₹9,600 | 200 ₹9,600 | 355 ₹17,040 | 250 ₹12,000 | 355 ₹17,040 | 355 ₹17,040 |
Tender Value
₹39.6 L
EMD Value
₹79,260
Closing Date
22 Jun 2026, 6:00 pmClosed
Maj Rajesh Rathore
Garrison Engineer Jhansi
PROVISION OF DEFICIENT OTM ACCN FOR MDC UNDER GE JHANSI
2026_MES_768917_1
GE/JHA/TOK/17 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE Jhansi
AS per NIT and Tender Documents
9 documents required · 9 mandatory
₹500
GE Jhansi
₹79,260
Yes
18 Aug 2026
1 Jun 2026
24 Jun 2026
1 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard/dense soil. | 452 | Sqm | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over area (exceeding 30 cm in depth, 1.5m width as well as 10 sqm on plan ) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engr in charge. | 69.12 | Cum | - | - |
| 3 | Earth work in excavation of by mechanical means (Hydraulic excavator) means over area (exceeding 30 cm in depth, 1.5m width as well as 10 sqm on plan ) including getting out in ordinary rock and disposal of excavated materials lead upto 50m and lift upto 1.5m all as directed by Engr in charge. | 2.3 | Cum | - | - |
| 4 | M & L for PCC type D2 1:4:8 (40mm graded Aggr) in foundations, filling and mass Concrete. Complete all as specified & directed. | 17.3 | Cum | - | - |
| 5 | Returnng, filling in including spreading, levelling, watering and well ramming in layers not exc 25cm.Complete all as specified & directed. | 49.5 | Cum | - | - |
| 6 | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point Complete all as specified & directed. | 89.41 | Cum | - | - |
| 7 | M&L Spreading & Levelling and well ramming including watering as required in layers n.exc 25 cm thick Complete all as specified & directed. | 27.14 | Cum | - | - |
| 8 | M & L 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 sub structure in contact with backfill to be measured) | 137 | Sqm | - | - |
| 9 | M & L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface | 111 | Sqm | - | - |
| 10 | M & L Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area | 48 | Sqm | - | - |
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