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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Finance LEH 194101 | LEH | LEH | LADAKH | 194101 | ₹8.8 L | L1 | Admitted-Finance |
| 2 | L2₹9.1 L+₹27,530 (3.12%)Admitted-Finance | ₹9.1 L+₹27,530 (3.12%) | L2 | Admitted-Finance |
| 3 | L3₹9.1 L+₹29,696 (3.36%)Admitted-Finance VILL NIMOO LEH LADAKH 194101 | NIMOO | LEH | LADAKH | 194101 | ₹9.1 L+₹29,696 (3.36%) | L3 | Admitted-Finance |
| 4 | L4₹9.1 L+₹30,500 (3.45%)Admitted-Finance AIRPORT ROAD SKALZANGLING LEH LADAKH 194101 | LEH LADAKH | LADAKH | 194101 | ₹9.1 L+₹30,500 (3.45%) | L4 | Admitted-Finance |
| 5 | L5₹9.3 L+₹41,900 (4.74%)Admitted-Finance R O SKERBUCHAN TEH KHALTSI LEH LADAKH 194106 | LEH LADAKH | LADAKH | 194106 | ₹9.3 L+₹41,900 (4.74%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SONAM angchok L3 | M/S NANCY ENTERPRISES L4 | M/S TSERING ANGCHOK L1 | SONAM ANGCHOK L5 | M/S UNITED CONSTRUCTION CO. L6 | SHANTI ENTERPRISES L6 | TSEWANG DORJAY L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard and dense soil complete all as specified. and directed by Engr-in-Charge. | 2.88 | cum | 900 ₹2,592 | 800 ₹2,304 Lowest | 800 ₹2,304 Lowest | 800 ₹2,304 Lowest | 800 ₹2,304 Lowest | 800 ₹2,304 Lowest | 900 ₹2,592 |
| 2.00 | M & L Cement concrete 1:4:8 type D2 (40 mm graded crushed stone aggregate ) in foundations, filling and mass concrete complete all as specified. and directed by Engr-in-Charge. | 0.58 | Cum | 6,000 ₹3,480 Lowest | 6,000 ₹3,480 Lowest | 6,000 ₹3,480 Lowest | 6,000 ₹3,480 Lowest | 6,000 ₹3,480 Lowest | 6,000 ₹3,480 Lowest | 6,000 ₹3,480 Lowest |
| 3.00 | M&L for Pre-cast cement concrete 1:3:6 type C1 (using 20mm graded agg) block masonry with solid blocks, exc. 10 cm in width and setting in mortar (1:4), complete all as specified and directed | 5.88 | Cum | 9,900 ₹58,212 | 9,700 ₹57,036 Lowest | 9,700 ₹57,036 Lowest | 9,700 ₹57,036 Lowest | 9,700 ₹57,036 Lowest | 9,700 ₹57,036 Lowest | 10,500 ₹61,740 |
| 4.00 | M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) in as in sub base of floor/paving complete all as specified and directed | 5 | Sqm | 500 ₹2,500 Lowest | 500 ₹2,500 Lowest | 500 ₹2,500 Lowest | 500 ₹2,500 Lowest | 500 ₹2,500 Lowest | 500 ₹2,500 Lowest | 500 ₹2,500 Lowest |
| 5.00 | M&L for rendering 10mm thick in CM(1:6) on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement) | 22.5 | Sqm | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest |
| 6.00 | M&L 15 mm thick cement plaster in CM 1:4 on brick work or concrete surface other than fair face or brick work and finished surface even and smooth without using extra cement complete all as specified and directed. | 22.5 | Sqm | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest | 400 ₹9,000 Lowest |
| 7.00 | M&L for Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point | 1.96 | Cum | 400 ₹784 | 350 ₹686 Lowest | 350 ₹686 Lowest | 350 ₹686 Lowest | 350 ₹686 Lowest | 350 ₹686 Lowest | 400 ₹784 |
| 8.00 | M&L for Returning, filling in, including spreading, levelling, wateringand well ramming in layers not exc 25 cm as in hard and dense soil | 0.92 | cum | 400 ₹368 | 200 ₹184 Lowest | 200 ₹184 Lowest | 200 ₹184 Lowest | 200 ₹184 Lowest | 200 ₹184 Lowest | 200 ₹184 Lowest |
| 9.00 | M&L for RCC M-15 nominal mix (using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs,under-reamed piles and mass concrete complete all as specified and dirtected. | 0.25 | cum | 6,600 ₹1,650 Lowest | 6,600 ₹1,650 Lowest | 6,600 ₹1,650 Lowest | 6,600 ₹1,650 Lowest | 6,600 ₹1,650 Lowest | 6,600 ₹1,650 Lowest | 6,600 ₹1,650 Lowest |
| 10.00 | M&L for Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips etc complete all as specified and directed. | 10 | kg | 120 ₹1,200 | 90 ₹900 Lowest | 90 ₹900 Lowest | 90 ₹900 Lowest | 90 ₹900 Lowest | 90 ₹900 Lowest | 90 ₹900 Lowest |
Tender Value
₹8.8 L
EMD Value
₹20,000
Closing Date
25 Aug 2026, 6:00 pmClosed
AGE (I) NIMU
AGE (I) NIMU PIN-901312 c/o 56 APO
PROVN OF 01 URINAL NEAR BLDG NO T 211 JCOs CLUB OF 328 MED REGT AND SPL REPAIR TO REWIRING OF BLDG NO T 160 T 161 OFFICER LIVING OF 402 I ARTY BDE CAMP AT NURLA MIL STN UNDER AGE I NIMU
2026_MES_782914_1
AGE(I)/NIT-32/2026-27
Open Tender
Civil Works
Item Rate
180 days
NIMU
PLEASE REFER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
AGE (I) NIMU
₹20,000
21 Sept 2026
6 Aug 2026
27 Aug 2026
6 Aug 2026
25 Aug 2026
20 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard and dense soil complete all as specified. and directed by Engr-in-Charge. | 1 | cum | - | - |
| 2 | M & L Cement concrete 1:4:8 type D2 (40 mm graded crushed stone aggregate ) in foundations, filling and mass concrete complete all as specified. and directed by Engr-in-Charge. | - | Cum | - | - |
| 3 | M&L for Pre-cast cement concrete 1:3:6 type C1 (using 20mm graded agg) block masonry with solid blocks, exc. 10 cm in width and setting in mortar (1:4), complete all as specified and directed | 1 | Cum | - | - |
| 4 | M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) in as in sub base of floor/paving complete all as specified and directed | - | Sqm | - | - |
| 5 | M&L for rendering 10mm thick in CM(1:6) on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement) | - | Sqm | - | - |
| 6 | M&L 15 mm thick cement plaster in CM 1:4 on brick work or concrete surface other than fair face or brick work and finished surface even and smooth without using extra cement complete all as specified and directed. | - | Sqm | - | - |
| 7 | M&L for Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point | - | Cum | - | - |
| 8 | M&L for Returning, filling in, including spreading, levelling, wateringand well ramming in layers not exc 25 cm as in hard and dense soil | - | cum | - | - |
| 9 | M&L for RCC M-15 nominal mix (using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs,under-reamed piles and mass concrete complete all as specified and dirtected. | - | cum | - | - |
| 10 | M&L for Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips etc complete all as specified and directed. | - | kg | - | - |
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