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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-Finance R O DIGGAR | ₹8.7 L | L1 | Accepted-Finance Admitted |
| 2 | L2₹9.5 L+₹80,300.07 (9.24%)Accepted-Finance | ₹9.5 L+₹80,300.07 (9.24%) | L2 | Accepted-Finance Admitted |
| 3 | L3₹10.1 L+₹1.4 L (16.0%)Accepted-Finance R O MARKHA | KAKCHING | MANIPUR | 795101 | ₹10.1 L+₹1.4 L (16.0%) | L3 | Accepted-Finance Admitted |
| 4 | L4₹10.8 L+₹2.1 L (24.4%)Accepted-Finance | ₹10.8 L+₹2.1 L (24.4%) | L4 | Accepted-Finance Admitted |
| 5 | L5₹13.1 L+₹4.5 L (51.3%)Accepted-Finance | ₹13.1 L+₹4.5 L (51.3%) | L5 | Accepted-Finance Admitted |
| Sl No | Description | Qty | Unit | M/S SONAM ZANGPO L4 | M/S JIGMET LUNDUP L1 | M/S QURBAN ALI GOVT CONTRACTOR L2 | MOHD YAHYA L5 | M/S JEGMAT CHOSGYAL L3 |
|---|---|---|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm 0n plan)including disposal of excavated earth, lead up to 50m and lift upto 1.5m
All kind of soil | 585.42 | cum | 210 ₹1,22,938.2 | 310 ₹1,81,480.2 | 100 ₹58,542 Lowest | 220 ₹1,28,792.4 | 200 ₹1,17,084 |
| 1.02 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 159.89 | cum | 4,750 ₹7,59,477.5 | 3,423.44 ₹5,47,373.82 Lowest | 5,065.52 ₹8,09,925.99 | 5,854.95 ₹9,36,147.96 | 3,900 ₹6,23,571 |
| 1.03 | Providing and laying DPC 50mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size) Nallah | 157.49 | sqm | 650 ₹1,02,368.5 | 380 ₹59,846.2 | 200 ₹31,498 Lowest | 550 ₹86,619.5 | 1,200 ₹1,88,988 |
| 1.04 | Carriage of cement an avg lead 160 km by MT | 15.93 | MT | 400 ₹6,372 | 750 ₹11,947.5 | 100 ₹1,593 Lowest | 1,600 ₹25,488 | 322 ₹5,129.46 |
| 1.05 | Carriage of sand and agg an avg lead 5 km by MT | 68.93 | cum | 300 ₹20,679 | 210 ₹14,475.3 | 50 ₹3,446.5 Lowest | 380 ₹26,193.4 | 230 ₹15,853.9 |
| 1.06 | Carriage of stone avg lead 5 km by MT | 159.89 | cum | 320 ₹51,164.8 | 210 ₹33,576.9 | 50 ₹7,994.5 Lowest | 380 ₹60,758.2 | 230 ₹36,774.7 |
| 1.07 | Cost and installation of pipe for spill over includes complete works etc. | 2 | nos | 8,700 ₹17,400 Lowest | 10,000 ₹20,000 | 18,000 ₹36,000 | 25,000.27 ₹50,000.54 | 10,000 ₹20,000 |
Tender Value
₹14.6 L
EMD Value
₹29,200
Closing Date
21 Jul 2026, 4:00 pmClosed
Divisional Forest Officer, Leh
Divisional Forest Office, Leh Fort Road UT of Ladakh
Construction of 02 nos Water harvesting Structure (Traditional Zing) at Aranu bagh of Nubra Forest Range for the year 2026-27 under SDP scheme
2026_FEE_19190_1
E-NIT 03 of FDL 2026-27
Open Tender
Civil Works - Others
Item Rate
30 days
Nubra
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Divisional Forest Officer, Leh
₹29,200
25 Aug 2026
13 Jul 2026
22 Jul 2026
13 Jul 2026
21 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm 0n plan)including disposal of excavated earth, lead up to 50m and lift upto 1.5m
All kind of soil | 585.42 | cum | - | - |
| 1.02 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 159.89 | cum | - | - |
| 1.03 | Providing and laying DPC 50mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size) Nallah | 157.49 | sqm | - | - |
| 1.04 | Carriage of cement an avg lead 160 km by MT | 15.93 | MT | - | - |
| 1.05 | Carriage of sand and agg an avg lead 5 km by MT | 68.93 | cum | - | - |
| 1.06 | Carriage of stone avg lead 5 km by MT | 159.89 | cum | - | - |
| 1.07 | Cost and installation of pipe for spill over includes complete works etc. | 2 | nos | - | - |
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