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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.7 LAccepted-AOC 792 2 A CIVIL LINES NEAR BABULAL MILL GWALIOR ROAD JHANSI 284001 | JHANSI | JHANSI | UTTAR PRADESH | 284001 | ₹42.7 L | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹44.3 L+₹1.6 L (3.74%)Rejected-AOC 01 NEAR GOVERMENT HOSPITAL KOTHI BAZAR ROAD KOTHI SATNA MADHYA PRADESH 485666 | SATNA | MADHYA PRADESH | 485666 | ₹44.3 L+₹1.6 L (3.74%) | L2 | Rejected-AOC Being not L1 bidder |
| 3 | L3₹44.7 L+₹2.0 L (4.77%)Rejected-AOC | ₹44.7 L+₹2.0 L (4.77%) | L3 | Rejected-AOC Being not L1 bidder |
| 4 | L4₹45.0 L+₹2.4 L (5.55%)Rejected-AOC BUNGLOW NO 75 CAVALRY ROAD JHANSI CANTT PIN 280001 | JHANSI | JHANSI | UTTAR PRADESH | 280001 | ₹45.0 L+₹2.4 L (5.55%) | L4 | Rejected-AOC Being not L1 bidder |
| 5 | L5₹45.1 L+₹2.4 L (5.64%)Rejected-AOC 240 1 A RAI COLONY CIVIL LINES JHANSI 284001 | JHANSI | JHANSI | UTTAR PRADESH | 284001 | ₹45.1 L+₹2.4 L (5.64%) | L5 | Rejected-AOC Being not L1 bidder |
| Sl No | Description | Qty | Unit | V K Engineers and Associates L1 | M/S SHARADA ASOCIATE L6 | m/s ramesh saran agarwal L4 | M/s BRIJ KUMAR RAI L5 | M/S S K AGARWAL L3 | RAJ CONSTRUCTION & ELECTRICAL L7 | ADARSH ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L 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. | 4,661.81 | Cum | 180 ₹8,39,125.8 | 180 ₹8,39,125.8 | 178 ₹8,29,802.18 | 173 ₹8,06,493.13 | 172 ₹8,01,831.32 | 180 ₹8,39,125.8 | 170 ₹7,92,507.7 Lowest |
| 2.00 | All as per item No 1 above but exc 1.5m upto 3m of depth. complete all as specified and directed | 2,554.54 | Cum | 170 ₹4,34,271.8 Lowest | 200 ₹5,10,908 | 207 ₹5,28,789.78 | 203 ₹5,18,571.62 | 202 ₹5,16,017.08 | 210 ₹5,36,453.4 | 200 ₹5,10,908 |
| 3.00 | M&L Earth work in excavation of by mechanical means (Hydraulic excavator) means over area (exceeding 1.5m upto 3.00m in depthas well as 10 sqm on plan ) including getting out in ordinary rock and disposal of excavated materials lead upto 50m and lift upto 3m as directed by Engr in charge. | 527.27 | Cum | 180 ₹94,908.6 Lowest | 180 ₹94,908.6 Lowest | 257 ₹1,35,508.39 | 253 ₹1,33,399.31 | 252 ₹1,32,872.04 | 250 ₹1,31,817.5 | 250 ₹1,31,817.5 |
| 4.00 | Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth for oundation, etc or for shafts, wells cesspits manholes, pier holes, etc n exc 10 sqm on plan and n.exc 1.5m in depth and getting out in hard/dense soil. | 80 | Cum | 180 ₹14,400 Lowest | 180 ₹14,400 Lowest | 193 ₹15,440 | 187 ₹14,960 | 181 ₹14,480 | 210 ₹16,800 | 180 ₹14,400 Lowest |
| 5.00 | Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed. | 74 | Cum | 200 ₹14,800 | 50 ₹3,700 Lowest | 187 ₹13,838 | 186 ₹13,764 | 185 ₹13,690 | 210 ₹15,540 | 180 ₹13,320 |
| 6.00 | M & L for PCC type D2 1:4:8 (40mm graded Aggr) in foundations, filling and mass Concrete. complete all as specified and directed | 36.44 | Cum | 2,500 ₹91,100 Lowest | 5,000 ₹1,82,200 | 2,815 ₹1,02,578.6 | 2,815 ₹1,02,578.6 | 2,810 ₹1,02,396.4 | 3,000 ₹1,09,320 | 2,800 ₹1,02,032 |
| 7.00 | Returnng, filling in including spreading, levelling, watering and well ramming in layers not exc 25cm | 130.91 | Cum | 200 ₹26,182 | 70 ₹9,163.7 Lowest | 152 ₹19,898.32 | 155 ₹20,291.05 | 154 ₹20,160.14 | 190 ₹24,872.9 | 150 ₹19,636.5 |
| 8.00 | M & L for brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 complete all as specified and directed. | 372.29 | Cum | 4,750 ₹17,68,377.5 Lowest | 6,000 ₹22,33,740 | 4,805 ₹17,88,853.45 | 4,850 ₹18,05,606.5 | 4,810 ₹17,90,714.9 | 5,000 ₹18,61,450 | 4,800 ₹17,86,992 |
| 9.00 | Supply and laying boulders having sizes 50-200mm all as specified and directed | 0.4 | Cum | 2,500 ₹1,000 Lowest | 6,000 ₹2,400 | 3,025 ₹1,210 | 3,100 ₹1,240 | 3,010 ₹1,204 | 3,600 ₹1,440 | 3,000 ₹1,200 |
| 10.00 | Supply and laying gravel having sizes 5-10mm all as specified and directed | 0.4 | Cum | 2,000 ₹800 Lowest | 3,500 ₹1,400 | 2,110 ₹844 | 2,000 ₹800 Lowest | 2,010 ₹804 | 2,400 ₹960 | 2,000 ₹800 Lowest |
Tender Value
₹43.8 L
EMD Value
₹87,850
Closing Date
1 Jun 2026, 6:00 pmClosed
Maj Rajesh Rathore
Garrison Engineer Jhansi
PROVN OF GROUND WATER RECHARGE PIT, GABION WALL AT CALEB VIHAR, TAGORE LINE, RH LINE AND SN LINE AREA , PROVN OF WATER RECHARGE STRUCTURE FOR RAIN WATER HARVESTING NEAR MT OF MED REGT, PROVN OF WATER CONSERVATION STRUCTURE AND DESILITING CHAMBER AND
2026_MES_764389_1
GE/JHA/TOK/06 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
₹87,850
Yes
31 Aug 2026
9 May 2026
3 Jun 2026
9 May 2026
1 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L 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. | 4,661.81 | Cum | - | - |
| 2 | All as per item No 1 above but exc 1.5m upto 3m of depth. complete all as specified and directed | 2,554.54 | Cum | - | - |
| 3 | M&L Earth work in excavation of by mechanical means (Hydraulic excavator) means over area (exceeding 1.5m upto 3.00m in depthas well as 10 sqm on plan ) including getting out in ordinary rock and disposal of excavated materials lead upto 50m and lift upto 3m as directed by Engr in charge. | 527.27 | Cum | - | - |
| 4 | Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth for oundation, etc or for shafts, wells cesspits manholes, pier holes, etc n exc 10 sqm on plan and n.exc 1.5m in depth and getting out in hard/dense soil. | 80 | Cum | - | - |
| 5 | Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed. | 74 | Cum | - | - |
| 6 | M & L for PCC type D2 1:4:8 (40mm graded Aggr) in foundations, filling and mass Concrete. complete all as specified and directed | 36.44 | Cum | - | - |
| 7 | Returnng, filling in including spreading, levelling, watering and well ramming in layers not exc 25cm | 130.91 | Cum | - | - |
| 8 | M & L for brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 complete all as specified and directed. | 372.29 | Cum | - | - |
| 9 | Supply and laying boulders having sizes 50-200mm all as specified and directed | 0.4 | Cum | - | - |
| 10 | Supply and laying gravel having sizes 5-10mm all as specified and directed | 0.4 | Cum | - | - |
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