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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹25.7 L+₹2.2 L (9.41%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest | |
| 3 | L3₹26.1 L+₹2.7 L (11.4%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest |
| Sl No | Description | Qty | Unit | M/s Ritz Marketing L1 | M/s Nongmaithem Construction L2 | M/S N JADUMANI SINGH L3 |
|---|---|---|---|---|---|---|
| 1.00Schedule 'A' | ||||||
| 1.01 | Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in soft and loose soil complete all as specified and as directed. | 64 | Sqm | 73 ₹4,672 Lowest | 99 ₹6,336 | 90 ₹5,760 |
| 2.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation n.exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 76.6 | Cum | 410 ₹31,406 Lowest | 420 ₹32,172 | 650 ₹49,790 |
| 3.00 | Excavation over areas not exc 1.5m deep and getting out in hard and dense soil and removing the excavated material/soil upto a distance of 50m complete all as specified and directed. | 12 | Cum | 380 ₹4,560 Lowest | 380 ₹4,560 Lowest | 650 ₹7,800 |
| 4.00 | Excavation over areas exc 1.5 m but not exc 3.00 in depth and getting out in hard and dense soil and removing the excavated material/soil upto a distance of 50m complete all as specified and directed. | 15 | Cum | 650 ₹9,750 Lowest | 800 ₹12,000 | 800 ₹12,000 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cms thick in soft/loose soil complete all as specified and as directed. | 84 | Cum | 220 ₹18,480 | 200 ₹16,800 | 180 ₹15,120 Lowest |
| 6.00 | Removing excavated material/soil not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. | 55.15 | Cum | 290 ₹15,993.5 Lowest | 450 ₹24,817.5 | 750 ₹41,362.5 |
| 7.00 | M&L for PCC 1:3:6 Type C2 (Nominal mix) (using 40mm graded stone aggregate), as in walls or retaining walls, any thickness, size or shape including pilasters,buttresses columns, pillars boundary pillars and posts (including caps and bases) complete all as specified and directed | 1.2 | Cum | 7,950 ₹9,540 Lowest | 8,650 ₹10,380 | 8,800 ₹10,560 |
| 8.00 | M&L for PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in coping including necessary formwork complete all as specified and as directed. | 0.15 | Cum | 10,500 ₹1,575 Lowest | 11,000 ₹1,650 | 10,950 ₹1,642.5 |
| 9.00 | M & L for PCC 1:4:8 Type D2 (Nominal mix) (using 40mm graded stone aggregate), as in foundation, filling and mass concrete complete all as specified and as directed.(Note:- using dimapur sand) | 5.95 | Cum | 7,450 ₹44,327.5 Lowest | 8,200 ₹48,790 | 8,500 ₹50,575 |
Tender Value
₹22.9 L
EMD Value
₹45,800
Closing Date
17 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE 869 EWS
GE 869 EWS PIN-913869 C/o 99 APO
PROVN OF GUARD ROOM WITH SENTRY POST AND ADDN/ ALTN TO BLDG NO T-1117 AT LEIMAKHONG MIL STN UNDER GE 869 EWS.
2026_MES_784860_1
8777/E8
Open Tender
Civil Works
Item Rate
210 days
LEIMAKHONG MIL STN
AS PER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹500
GE 869 EWS
₹45,800
Yes
27 Oct 2026
18 Aug 2026
18 Sept 2026
18 Aug 2026
17 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Schedule 'A' | |||||
| 1.01 | Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in soft and loose soil complete all as specified and as directed. | 64 | Sqm | - | - |
| 2 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation n.exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 76.6 | Cum | - | - |
| 3 | Excavation over areas not exc 1.5m deep and getting out in hard and dense soil and removing the excavated material/soil upto a distance of 50m complete all as specified and directed. | 12 | Cum | - | - |
| 4 | Excavation over areas exc 1.5 m but not exc 3.00 in depth and getting out in hard and dense soil and removing the excavated material/soil upto a distance of 50m complete all as specified and directed. | 15 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cms thick in soft/loose soil complete all as specified and as directed. | 84 | Cum | - | - |
| 6 | Removing excavated material/soil not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. | 55.15 | Cum | - | - |
| 7 | M&L for PCC 1:3:6 Type C2 (Nominal mix) (using 40mm graded stone aggregate), as in walls or retaining walls, any thickness, size or shape including pilasters,buttresses columns, pillars boundary pillars and posts (including caps and bases) complete all as specified and directed | 1.2 | Cum | - | - |
| 8 | M&L for PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in coping including necessary formwork complete all as specified and as directed. | 0.15 | Cum | - | - |
| 9 | M & L for PCC 1:4:8 Type D2 (Nominal mix) (using 40mm graded stone aggregate), as in foundation, filling and mass concrete complete all as specified and as directed.(Note:- using dimapur sand) | 5.95 | Cum | - | - |
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