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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.8 LAccepted-AOC | ₹38.8 L Quoted ₹38.9 L | L1 | Accepted-AOC AOC |
| 2 | L2₹41.9 L+₹3.0 L (7.68%)Rejected-Finance | ₹41.9 L+₹3.0 L (7.68%) | L2 | Rejected-Finance Being other than lowest |
| 3 | L3₹42.0 L+₹3.1 L (7.94%)Rejected-Finance | ₹42.0 L+₹3.1 L (7.94%) | L3 | Rejected-Finance Being other than lowest |
| 4 | L4₹43.8 L+₹4.9 L (12.5%)Rejected-Finance | ₹43.8 L+₹4.9 L (12.5%) | L4 | Rejected-Finance Being other than lowest |
| 5 | L5₹44.0 L+₹5.1 L (13.1%)Rejected-Finance | ₹44.0 L+₹5.1 L (13.1%) | L5 | Rejected-Finance Being other than lowest |
| Sl No | Description | Qty | Unit | HARISH CHAND AGARWAL L2 | L BINOD CONSTRUCTION CO L5 | SHARMA ENTERPRISE L3 | Ms SATISH CHAND AGARWAL L1 | M/S Apple constructions L4 |
|---|---|---|---|---|---|---|---|---|
| 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. | 390.5 | Sqm | 129 ₹50,374.5 | 127 ₹49,593.5 | 122 ₹47,641 | 118 ₹46,079 Lowest | 122 ₹47,641 |
| 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. | 125.76 | Cum | 455 ₹57,220.8 | 544 ₹68,413.44 | 532 ₹66,904.32 | 270 ₹33,955.2 Lowest | 555 ₹69,796.8 |
| 3.00 | Excavation over areas not exc 1.5m deep and getting out in soft and loose soil and removing the excavated material/soil upto a distance of 50m complete all as specified and directed. | 13 | Cum | 595 ₹7,735 | 533 ₹6,929 | 633 ₹8,229 | 400 ₹5,200 Lowest | 560 ₹7,280 |
| 4.00 | ditto as per items no. 03 but for each additional 1.5m or part thereof in depth beyond the first 1.5m upto 3.0 m depth complete all as specified. | 6 | Cum | 754 ₹4,524 | 765 ₹4,590 | 754 ₹4,524 | 700 ₹4,200 Lowest | 770 ₹4,620 |
| 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. | 45.07 | Cum | 130 ₹5,859.1 Lowest | 140 ₹6,309.8 | 133 ₹5,994.31 | 155 ₹6,985.85 | 230 ₹10,366.1 |
| 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. | 105.69 | Cum | 190 ₹20,081.1 | 196 ₹20,715.24 | 195 ₹20,609.55 | 125 ₹13,211.25 Lowest | 310 ₹32,763.9 |
| 7.00 | 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) | 22.45 | Cum | 8,200 ₹1,84,090 | 8,155 ₹1,83,079.75 | 8,250 ₹1,85,212.5 | 7,500 ₹1,68,375 Lowest | 8,100 ₹1,81,845 |
| 8.00 | M&L for brick work with subclass ‘B’ bricks, (locally available best quality) old size bricks straight or curved on plan exc 6 m means radius, built in cement mortar (1:6) complete all as specified and directed. | 26.13 | Cum | 11,000 ₹2,87,430 | 10,500 ₹2,74,365 Lowest | 11,240 ₹2,93,701.2 | 10,500 ₹2,74,365 Lowest | 10,890 ₹2,84,555.7 |
| 9.00 | M&L for brick work with subclass ‘B’ bricks, (locally available best quality) old size bricks straight or curved on plan exc 6 m means radius, built in cement mortar (1:4) complete all as specified and directed. | 46.92 | Cum | 10,650 ₹4,99,698 | 10,500 ₹4,92,660 Lowest | 11,240 ₹5,27,380.8 | 10,600 ₹4,97,352 | 11,100 ₹5,20,812 |
Tender Value
₹37.8 L
EMD Value
₹75,680
Closing Date
15 Jun 2026, 6:00 pmClosed
GE 869 EWS
GE 869 EWS PIN-913869 C/o 99 APO
CERTAIN PROVISION WORKS UNDER AGE B/R-II AT LEIMAKHONG MIL STN
2026_MES_767453_1
8759/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
₹75,680
Yes
30 Jul 2026
23 May 2026
16 Jun 2026
23 May 2026
15 Jun 2026
8 Jun 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. | 390.5 | 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. | 112.26 | Cum | - | - |
| 3 | Excavation over areas not exc 1.5m deep and getting out in soft and loose soil and removing the excavated material/soil upto a distance of 50m complete all as specified and directed. | 13 | Cum | - | - |
| 4 | ditto as per items no. 03 but for each additional 1.5m or part thereof in depth beyond the first 1.5m upto 3.0 m depth complete all as specified. | 6 | 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. | 54.64 | 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. | 101.62 | Cum | - | - |
| 7 | 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) | 22.45 | Cum | - | - |
| 8 | M&L for brick work with subclass ‘B’ bricks, (locally available best quality) old size bricks straight or curved on plan exc 6 m means radius, built in cement mortar (1:6) complete all as specified and directed. | 26.13 | Cum | - | - |
| 9 | M&L for brick work with subclass ‘B’ bricks, (locally available best quality) old size bricks straight or curved on plan exc 6 m means radius, built in cement mortar (1:4) complete all as specified and directed. | 46.92 | Cum | - | - |
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