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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.5 LAccepted-AOC SHAMSHU COMPLEX FORT ROAD LEH LADAKH 194101 | LEH | LEH LADAKH | LADAKH | 194101 | ₹45.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 Cr+₹1.6 Cr (349.3%)Rejected-Finance LEH 194101 | LEH | LEH | LADAKH | 194101 | ₹2.0 Cr+₹1.6 Cr (349.3%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.3 Cr+₹1.8 Cr (403.3%)Rejected-Finance BASGO LEH 194 101 U T LADAKH INDIA | LEH LADAKH | LADAKH | 194101 | ₹2.3 Cr+₹1.8 Cr (403.3%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | M/S SONAM NAMGIAL L3 | M/S TSERING ANGCHOK L2 | M/S INDUS HIMALAYAN EXPLORERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface execvation n exc 30 cm deep and everaging 15 cm deep and getting out in hard and dense soil complete all as specified and as directed by Engineer-in-Charge. | 306 | Sqm | 473.89 ₹1,45,010.58 | 882.03 ₹2,69,901.18 | 150 ₹45,900 Lowest |
| 2.00 | Excavation in trenches not exceeding 1.5m wide and n exc 1.5m in depth for foundations, laying of pipes etc and not exceeding 10 sqm on plan for manhole etc and not exceeding 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed by Engineer-in-Charge. | 60.5 | Cum | 3,439.53 ₹2,08,091.57 | 2,646.09 ₹1,60,088.45 | 675 ₹40,837.5 Lowest |
| 3.00 | Excavation in trenches not exceeding 1.5m wide and n exc 1.5m in depth for laying of cables etc and getting out in soft / loose soil complete all as specified and as directed by Engineer-in-Charge. | 129.31 | Cum | 708.29 ₹91,588.77 | 1,470.05 ₹1,90,092.17 | 690 ₹89,223.9 Lowest |
| 4.00 | Returning, filling in excavated soil including spreading, leveling watering and well remming layers not exceeding 25 cm thick complete all as specified and as directed by Engineer-in-Charge. | 196.08 | Cum | 1,630.59 ₹3,19,726.48 | 1,470.05 ₹2,88,247.4 | 130 ₹25,490.4 Lowest |
| 5.00 | Removing excavated material (soils) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by Engineer-in-Charge. | 126.35 | Cum | 2,038.24 ₹2,57,531.62 | 1,470.05 ₹1,85,740.82 | 400 ₹50,540 Lowest |
| 6.00 | Material and labour for 25mm thick sand filling (crushed sand) under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in-Charge. | 3 | Cum | 10,191.2 ₹30,573.6 | 7,350.25 ₹22,050.75 | 1,000 ₹3,000 Lowest |
| 7.00 | Material and labour for 75mm thick cement concrete type E-2, 1:5:10 (using 40mm graded aggragate) as in foundation and sub base to received top layer complete all as specified and as directed by Engineer-in-Charge. | 9 | Cum | 28,025.8 ₹2,52,232.2 | 19,110.65 ₹1,71,995.85 | 1,200 ₹10,800 Lowest |
| 8.00 | Material and labour for Machine pressed precast concrete interlocking paver block 80mm thick any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80mm thickness M-40 grade complete all as specified and as directed by Engineer-in-Charge. | 120 | Sqm | 5,095.6 ₹6,11,472 | 3,087.11 ₹3,70,452.6 | 850 ₹1,02,000 Lowest |
| 9.00 | Material and labour Cement concrete type D2 1:4:8 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. | 5.9 | Cum | 39,343.13 ₹2,32,124.45 | 19,698.67 ₹1,16,222.15 | 5,200 ₹30,680 Lowest |
| 10.00 | Material and labour Cement concrete type B2 1:2:4 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. | 0.2 | Cum | 42,578.83 ₹8,515.77 | 35,281.2 ₹7,056.24 | 6,900 ₹1,380 Lowest |
Tender Value
₹53.8 L
EMD Value
₹1.1 L
Closing Date
25 Jun 2026, 6:00 pmClosed
CWE KHUMBATHANG
HQ CWE KHUMBATHANG PIN 900270 C/O 56 APO
WORK FOR EXECUTION OF CERTAIN LBW AT NIMU AND NURLA VARIOUS MILITARY STATIONS UNDER AGE(I) NIMU
2026_MES_747160_2
80051/58/2025-26
Open Tender
Civil Works
Item Rate
270 days
NURLA AND NIMU
Class C and above and category a (i)
8 documents required · 8 mandatory
₹1,000
AGE (I) NIMU
₹1.1 L
Yes
11 Aug 2026
11 Jun 2026
29 Jun 2026
11 Jun 2026
25 Jun 2026
18 Jun 2026
11 Jun 2026 - 17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface execvation n exc 30 cm deep and everaging 15 cm deep and getting out in hard and dense soil complete all as specified and as directed by Engineer-in-Charge. | - | Sqm | - | - |
| 2 | Excavation in trenches not exceeding 1.5m wide and n exc 1.5m in depth for foundations, laying of pipes etc and not exceeding 10 sqm on plan for manhole etc and not exceeding 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - |
| 3 | Excavation in trenches not exceeding 1.5m wide and n exc 1.5m in depth for laying of cables etc and getting out in soft / loose soil complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - |
| 4 | Returning, filling in excavated soil including spreading, leveling watering and well remming layers not exceeding 25 cm thick complete all as specified and as directed by Engineer-in-Charge. | - | Cum | 7 | - |
| 5 | Removing excavated material (soils) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by Engineer-in-Charge. | - | Cum | 7 | - |
| 6 | Material and labour for 25mm thick sand filling (crushed sand) under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in-Charge. | 3 | Cum | 7 | ₹21 |
| 7 | Material and labour for 75mm thick cement concrete type E-2, 1:5:10 (using 40mm graded aggragate) as in foundation and sub base to received top layer complete all as specified and as directed by Engineer-in-Charge. | 9 | Cum | 7 | ₹63 |
| 8 | Material and labour for Machine pressed precast concrete interlocking paver block 80mm thick any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80mm thickness M-40 grade complete all as specified and as directed by Engineer-in-Charge. | 120 | Sqm | 7 | ₹840 |
| 9 | Material and labour Cement concrete type D2 1:4:8 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - |
| 10 | Material and labour Cement concrete type B2 1:2:4 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. | 0.2 | Cum | - | - |
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