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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.2 LAccepted-AOC LEH 194101 | LEH | LEH | LADAKH | 194101 | ₹9.2 L | 1 | Accepted-AOC BEING LOWEST BIDDER |
| 2 | 2₹9.5 L+₹33,993.01 (3.71%)Rejected-Finance AIRPORT ROAD SKALZANGLING LEH LADAKH 194101 | LEH LADAKH | LADAKH | 194101 | ₹9.5 L+₹33,993.01 (3.71%) | 2 | Rejected-Finance BEING LOWEST NOT BIIDER |
| 3 | 3₹9.6 L+₹42,950.32 (4.68%)Rejected-Finance VILL NIMOO LEH LADAKH 194101 | NIMOO | LEH | LADAKH | 194101 | ₹9.6 L+₹42,950.32 (4.68%) | 3 | Rejected-Finance BEING LOWEST NOT BIIDER |
| 4 | 4₹9.7 L+₹53,803.16 (5.87%)Rejected-Finance BASGO LEH 194 101 U T LADAKH INDIA | LEH LADAKH | LADAKH | 194101 | ₹9.7 L+₹53,803.16 (5.87%) | 4 | Rejected-Finance BEING LOWEST NOT BIIDER |
| 5 | 5₹9.8 L+₹66,513.26 (7.25%)Rejected-Finance S O TSERING ANGCHOK R O THANG PA NULL NURLA LEH LADAKH U T PIN 194106 | LEH | LEH | LADAKH | 194106 | ₹9.8 L+₹66,513.26 (7.25%) | 5 | Rejected-Finance BEING LOWEST NOT BIIDER |
| Sl No | Description | Qty | Unit | M/S SONAM angchok L3 | MEDHI ALI GRONGPA L7 | M/S TSERING ANGCHOK L1 | SHANTI ENTERPRISES L6 | M/S INDUS HIMALAYAN EXPLORERS L8 | M/S Deldan Namgail L5 | M/S SONAM NAMGIAL L4 | M/S NANCY ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Soakage well of 3M dia X 4.5M effective depth, 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/dense soil complete all as specified and as per CESZ/TD/1078/2011 | 3 | Each | 1,20,000 ₹3,60,000 | 1,30,000 ₹3,90,000 | 1,16,132 ₹3,48,396 Lowest | 1,20,000 ₹3,60,000 | 1,30,000 ₹3,90,000 | 1,25,000 ₹3,75,000 | 1,20,000 ₹3,60,000 | 1,17,000 ₹3,51,000 |
| 2.00 | S & F PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or floor of 110mm bore pipe complete all as specified and directed by Engr-in-charge | 120 | RM | 224 ₹26,880 | 224 ₹26,880 | 224 ₹26,880 | 500 ₹60,000 | 400 ₹48,000 | 200 ₹24,000 Lowest | 230 ₹27,600 | 250 ₹30,000 |
| 3.00 | S&F for 110 mm bore PVC (SWR) bends any radius ® complete all as specified and directed by Engr-in-charge | 14 | Each | 147 ₹2,058 Lowest | 147 ₹2,058 Lowest | 147 ₹2,058 Lowest | 200 ₹2,800 | 300 ₹4,200 | 200 ₹2,800 | 150 ₹2,100 | 147 ₹2,058 Lowest |
| 4.00 | M&L for 100mm thick cement concrete 1:3:6 type C2 bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; complete all as specified and directed by Engr-in-charge | 120 | RM | 500 ₹60,000 | 500 ₹60,000 | 446 ₹53,520 | 446 ₹53,520 | 600 ₹72,000 | 200 ₹24,000 Lowest | 450 ₹54,000 | 500 ₹60,000 |
| 5.00 | 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/dense soil complete all as specified and directed by Engr-in-charge | 8 | Cum | 1,000 ₹8,000 | 900 ₹7,200 | 795 ₹6,360 Lowest | 800 ₹6,400 | 900 ₹7,200 | 1,200 ₹9,600 | 800 ₹6,400 | 795 ₹6,360 Lowest |
| 6.00 | 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. | 0.55 | Cum | 6,463 ₹3,554.65 Lowest | 8,000 ₹4,400 | 6,463 ₹3,554.65 Lowest | 6,463 ₹3,554.65 Lowest | 70,000 ₹38,500 | 6,463 ₹3,554.65 Lowest | 6,463 ₹3,554.65 Lowest | 6,500 ₹3,575 |
| 7.00 | 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 by Engr-in-charge | 3.2 | Cum | 10,048 ₹32,153.6 Lowest | 10,048 ₹32,153.6 Lowest | 10,048 ₹32,153.6 Lowest | 10,048 ₹32,153.6 Lowest | 16,000 ₹51,200 | 10,048 ₹32,153.6 Lowest | 10,048 ₹32,153.6 Lowest | 10,048 ₹32,153.6 Lowest |
| 8.00 | M&L for rendering 15mm thick in CM(1:4) on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement) complete all as specified and directed by Engr-in-charge | 12.5 | Sqm | 500 ₹6,250 | 600 ₹7,500 | 358 ₹4,475 Lowest | 400 ₹5,000 | 500 ₹6,250 | 700 ₹8,750 | 3,600 ₹45,000 | 360 ₹4,500 |
| 9.00 | M&L for Pre-cast Reinforced cement concrete 1:2:4 type B1 (using 20mm graded agg) as in Manhole cover slab and setting in mortar (1:4), complete all as specified and directed by Engr-in-charge | 0.3 | Cum | 12,997 ₹3,899.1 Lowest | 12,997 ₹3,899.1 Lowest | 12,997 ₹3,899.1 Lowest | 12,997 ₹3,899.1 Lowest | 15,000 ₹4,500 | 12,997 ₹3,899.1 Lowest | 12,997 ₹3,899.1 Lowest | 12,997 ₹3,899.1 Lowest |
| 10.00 | S & F TMT bars 10 mm dia and above, cut to length , bent to shape required including cranking , bending spirally for hooping for columns, hooking ends, binding with and including mild steel wire ( annealed ) not less than 0.9mm dia , complete all as specified and directed by Engr-in-Charge. | 32 | Kg | 100 ₹3,200 Lowest | 150 ₹4,800 | 100 ₹3,200 Lowest | 150 ₹4,800 | 250 ₹8,000 | 300 ₹9,600 | 110 ₹3,520 | 110 ₹3,520 |
Tender Value
₹9.2 L
EMD Value
₹20,000
Closing Date
7 Feb 2026, 6:00 pmClosed
AGE (I) NIMU
AGE (I) NIMU PIN 901312 C/O 56 APO
PROVN OF 03 SOAKAGE PITS AT JCO OR LIVING AT SHMS UNDER AGE (I) NIMU
2026_MES_749198_1
AGE(I)/NIT-55/2025-26
Open Tender
Civil Works
Item Rate
180 days
AGE (I) NIMU
PLEASE REFER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
AGE (I) NIMU
₹20,000
13 Apr 2026
19 Jan 2026
14 Feb 2026
19 Jan 2026
7 Feb 2026
2 Feb 2026
M&L for Soakage well of 3M dia X 4.5M effective depth, 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/dense soil complete all as specified and as per CESZ/TD/1078/2011
S & F PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or floor of 110mm bore pipe complete all as specified and directed by Engr-in-charge
S&F for 110 mm bore PVC (SWR) bends any radius ® complete all as specified and directed by Engr-in-charge
M&L for 100mm thick cement concrete 1:3:6 type C2 bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; complete all as specified and directed by Engr-in-charge
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/dense soil complete all as specified and directed by Engr-in-charge
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.
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 by Engr-in-charge
M&L for rendering 15mm thick in CM(1:4) on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement) complete all as specified and directed by Engr-in-charge
M&L for Pre-cast Reinforced cement concrete 1:2:4 type B1 (using 20mm graded agg) as in Manhole cover slab and setting in mortar (1:4), complete all as specified and directed by Engr-in-charge
S & F TMT bars 10 mm dia and above, cut to length , bent to shape required including cranking , bending spirally for hooping for columns, hooking ends, binding with and including mild steel wire ( annealed ) not less than 0.9mm dia , complete all as specified and directed by Engr-in-Charge.
M&L for providing Cement concrete 1:2:4 type B-0 (using 12.5mm graded agg) as in Manhole channel complete all as specified and directed by Engr-in-charge
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and directed by Engr-in-charge
Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-charge
M&L for providing Cement concrete 1:2:4 type B-0 (using 12.5mm graded agg) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided complete all as specified and directed by Engr-in-charge
On site LLDPE septic tank with upflow filter including media designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc., complete for 25 users complete all as specified and directed by Engr-in-charge.
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