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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | ₹1.2 Cr | L1 | Accepted-Finance Being L1 |
| 2 | L2₹1.3 Cr+₹8.7 L (7.20%)Rejected-Finance SKALZANGLING AIR PORT ROAD LEH LADAKH 194101 | LEH | LEH | LADAKH | 194101 | ₹1.3 Cr+₹8.7 L (7.20%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹1.3 Cr+₹11.5 L (9.53%)Rejected-Finance | ₹1.3 Cr+₹11.5 L (9.53%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹1.5 Cr+₹27.4 L (22.8%)Rejected-Finance | ₹1.5 Cr+₹27.4 L (22.8%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹1.5 Cr+₹28.4 L (23.6%)Rejected-Finance 137 3 STREET NO 4 RAJINDER NAGAR DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.5 Cr+₹28.4 L (23.6%) | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | M/S RIGDOL CONSTRUCTION L4 | PADMA ENTERPRISES L2 | M/S ANIL KUMAR L5 | M/S GLOBAL ENGINEERS L3 | M/S BILAL AHMAD BHAT L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for Excavating over areas, n exc 1.5 m deep and getting out Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | 613.22 | Cum | 650 ₹3,98,593 | 400 ₹2,45,288 | 1,279 ₹7,84,308.38 | 330 ₹2,02,362.6 | 290 ₹1,77,833.8 Lowest |
| 2.00 | M & L for Excavating over areas, exc 1.5 m and n.exc 3.00 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | 608.52 | Cum | 700 ₹4,25,964 | 400 ₹2,43,408 | 1,499 ₹9,12,171.48 | 390 ₹2,37,322.8 | 310 ₹1,88,641.2 Lowest |
| 3.00 | M & L for Excavating over areas, exc 3.00 m and n.exc 4.50 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | 384.25 | Cum | 750 ₹2,88,187.5 | 500 ₹1,92,125 | 1,599 ₹6,14,415.75 | 470 ₹1,80,597.5 | 374 ₹1,43,709.5 Lowest |
| 4.00 | M & L for Excavating over areas, exc 4.50 m and n.exc 6.00 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | 103.16 | Cum | 800 ₹82,528 | 600 ₹61,896 | 2,159 ₹2,22,722.44 | 680 ₹70,148.8 | 400 ₹41,264 Lowest |
| 5.00 | M & L for Excavating over areas, exc 6.00 m and n.exc 7.50 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge | 48.12 | Cum | 850 ₹40,902 | 650 ₹31,278 | 2,659 ₹1,27,951.08 | 800 ₹38,496 | 450 ₹21,654 Lowest |
| 6.00 | M & L for Excavating over areas, exc 7.50 m and n.exc 9.00 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | 1.54 | Cum | 900 ₹1,386 | 800 ₹1,232 | 4,999 ₹7,698.46 | 1,500 ₹2,310 | 450 ₹693 Lowest |
| 7.00 | M & L for Excavating in trenches, not exc. 1.50 m wide and not exc. 1.50 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | 571.5 | Cum | 700 ₹4,00,050 | 590 ₹3,37,185 | 1,009 ₹5,76,643.5 | 490 ₹2,80,035 | 290 ₹1,65,735 Lowest |
| 8.00 | M & L for Excavating in trenches, n exc. 1.50 m wide and exc 1.50 not exc. 3.00 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | 9.45 | Cum | 750 ₹7,087.5 | 400 ₹3,780 | 2,569 ₹24,277.05 | 800 ₹7,560 | 280 ₹2,646 Lowest |
| 9.00 | M & L for Excavating in trenches, n exc. 1.50 m wide and exc 3.00 not exc. 4.50 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | 1 | Cum | 800 ₹800 | 600 ₹600 | 2,999 ₹2,999 | 1,500 ₹1,500 | 300 ₹300 Lowest |
| 10.00 | M & L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed by Engineer-in-charge | 1,038.65 | Cum | 90 ₹93,478.5 Lowest | 200 ₹2,07,730 | 99 ₹1,02,826.35 | 130 ₹1,35,024.5 | 150 ₹1,55,797.5 |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
27 Apr 2026, 2:00 pmClosed
CWE(AF) Leh
HQ CWE(AF) Leh
ADDN ALTN TO EXISTING SEWAGE SYSTEM AT CERTAIN LOCATIONS IN DOMESTIC AREA AT AF STN LEH
2026_MES_757579_1
82230/E8
Open Tender
Civil Works
Item Rate
180 days
GE(AF) Leh
As per NIT
10 documents required · 10 mandatory
₹1,000
GE (AF) Leh
₹2.7 L
Yes
8 Jun 2026
25 Mar 2026
29 Apr 2026
25 Mar 2026
27 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | M & L for Excavating over areas, n exc 1.5 m deep and getting out Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - |
| - | M & L for Excavating over areas, exc 1.5 m and n.exc 3.00 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - |
| - | M & L for Excavating over areas, exc 3.00 m and n.exc 4.50 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - |
| - | M & L for Excavating over areas, exc 4.50 m and n.exc 6.00 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - |
| - | M & L for Excavating over areas, exc 6.00 m and n.exc 7.50 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge | - | Cum | - | - |
| - | M & L for Excavating over areas, exc 7.50 m and n.exc 9.00 m deep and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - |
| - | M & L for Excavating in trenches, not exc. 1.50 m wide and not exc. 1.50 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - |
| - | M & L for Excavating in trenches, n exc. 1.50 m wide and exc 1.50 not exc. 3.00 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - |
| - | M & L for Excavating in trenches, n exc. 1.50 m wide and exc 3.00 not exc. 4.50 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - |
| - | M & L for Excavating in trenches, n exc. 1.50 m wide and exc 4.50 not exc. 6.00 m depth for cesspits, manholes etc. and getting out in Hard/Dense soil even in foul position complete all as specified and as directed by Engineer-in-charge. | - | Cum | - | - |
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