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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.6 LAccepted-AOC ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | L1 | Accepted-AOC L1 | |
| 2 | L2₹22.7 L+₹2.2 L (10.5%)Rejected-Finance JAISALMER | BARMER | RAJASTHAN | 344001 | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹25.5 L+₹4.9 L (23.8%)Rejected-Finance | L3 | Rejected-Finance Not being lowest |
| Sl No | Description | Qty | Unit | Bhawani Constructions L3 | M/s Shri Inder Construction Company L2 | M/s Shree Construction Company L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc. 30 cm deep averaging 15 cm deep and getting out in soft/loos soil. | 45 | Sqm | 70 ₹3,150 | 150 ₹6,750 | 55 ₹2,475 Lowest |
| 2.00 | Excavating over areas not exceeding 1.5m deep and getting out in hard / dense soil complete all as specified & directed by Engineer-in-charge. | 200.1 | Cum | 500 ₹1,00,050 | 450 ₹90,045 | 220 ₹44,022 Lowest |
| 3.00 | Excavating over areas exceeding 1.5m deep and not exceeding 3.00m depth and getting out in soft/disintegrated rock complete all as specified & directed by Engineer-in-charge. | 113.46 | Cum | 800 ₹90,768 | 500 ₹56,730 | 485 ₹55,028.1 Lowest |
| 4.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified & directed by Engineer-in-charge. | 6 | Cum | 500 ₹3,000 | 300 ₹1,800 | 265 ₹1,590 Lowest |
| 5.00 | 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 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified & directed by Engineer-in-Charge. | 90.4 | Cum | 1,200 ₹1,08,480 | 300 ₹27,120 | 275 ₹24,860 Lowest |
| 6.00 | 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 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ disintegrated rock complete all as specified & directed by Engineer-in-Charge. | 30.4 | Cum | 1,200 ₹36,480 | 300 ₹9,120 Lowest | 385 ₹11,704 |
| 7.00 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick soil complete all as specified & directed by Engineer-in-Charge. | 17 | Cum | 100 ₹1,700 | 100 ₹1,700 | 65 ₹1,105 Lowest |
| 8.00 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock all as specified & directed by Engineer-in-Charge. | 15.4 | Cum | 100 ₹1,540 | 100 ₹1,540 | 85 ₹1,309 Lowest |
| 9.00 | Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge. | 1 | Cum | 200 ₹200 | 100 ₹100 Lowest | 200 ₹200 |
| 10.00 | Removing excavated material soil exc 250 m but n exc 500 m and depositing where directed complete all as specified as directed by Engineer in charge. | 291.33 | Cum | 200 ₹58,266 | 100 ₹29,133 Lowest | 195 ₹56,809.35 |
Tender Value
₹28.2 L
EMD Value
₹56,400
Closing Date
20 Feb 2026, 6:00 pmClosed
GE Army Jaisalmer
GE Army Jaisalmer - 345001
PROVN OF RAIN WATER HARVESTING FACILITY AND TOILET BLOCK AT CERTAIN UNITS AT JAISALMER MIL STN
2026_MES_750594_1
8552/25-26/E8
Open Tender
Civil Works
Item Rate
120 days
Jaisalmer
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Army Jaisalmer
₹56,400
Yes
11 Aug 2026
30 Jan 2026
23 Feb 2026
30 Jan 2026
20 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n. exc. 30 cm deep averaging 15 cm deep and getting out in soft/loos soil. | 45 | Sqm | 1.25 | ₹56.25 |
| - | Excavating over areas not exceeding 1.5m deep and getting out in hard / dense soil complete all as specified & directed by Engineer-in-charge. | 200.1 | Cum | - | - |
| - | Excavating over areas exceeding 1.5m deep and not exceeding 3.00m depth and getting out in soft/disintegrated rock complete all as specified & directed by Engineer-in-charge. | 113.46 | Cum | 100 | ₹11,346 |
| - | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified & directed by Engineer-in-charge. | 6 | Cum | 53 | ₹318 |
| - | 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 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified & directed by Engineer-in-Charge. | 90.4 | Cum | 10 | ₹904 |
| - | 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 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ disintegrated rock complete all as specified & directed by Engineer-in-Charge. | - | Cum | 11 | - |
| - | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick soil complete all as specified & directed by Engineer-in-Charge. | - | Cum | 10 | - |
| - | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock all as specified & directed by Engineer-in-Charge. | - | Cum | 22 | - |
| - | Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge. | 1 | Cum | - | - |
| - | Removing excavated material soil exc 250 m but n exc 500 m and depositing where directed complete all as specified as directed by Engineer in charge. | - | Cum | - | - |
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