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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.9 LAdmitted-Finance RANGAPAHAR RAILWAY CROSSING GATE NO 1 DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | ₹41.9 L | L1 | Admitted-Finance |
| 2 | L2₹44.0 L+₹2.1 L (5.04%)Admitted-Finance | ₹44.0 L+₹2.1 L (5.04%) | L2 | Admitted-Finance |
| 3 | L3₹44.7 L+₹2.8 L (6.72%)Admitted-Finance | ₹44.7 L+₹2.8 L (6.72%) | L3 | Admitted-Finance |
| 4 | L4₹45.0 L+₹3.1 L (7.41%)Admitted-Finance | ₹45.0 L+₹3.1 L (7.41%) | L4 | Admitted-Finance |
| 5 | L5₹45.2 L+₹3.2 L (7.70%)Admitted-Finance | ₹45.2 L+₹3.2 L (7.70%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S YAIPHABA ENTERPRISES L6 | M/S PRADEEP CONSTRUCTION L3 | MAURYA CONSTRUCTIONS L1 | Ms SATISH CHAND AGARWAL L4 | M/S BIJOYA LAXMI ENTERPRISE L2 | M/s Nongmaithem Construction L7 | SHARMA ENTERPRISE L5 | L BINOD CONSTRUCTION CO L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 93.33 ₹5,973.12 | 91.97 ₹5,886.08 | 85 ₹5,440 Lowest | 92.56 ₹5,924.16 | 90.53 ₹5,793.6 | 93.71 ₹5,997.6 | 92.82 ₹5,940.48 | 120 ₹7,680 |
| 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. | 68.5 | Cum | 554.49 ₹37,982.57 | 546.41 ₹37,429.08 | 505 ₹34,592.5 Lowest | 549.95 ₹37,671.23 | 537.83 ₹36,841.01 | 556.76 ₹38,138.23 | 551.46 ₹37,775.01 | 555 ₹38,017.5 |
| 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 | 554.49 ₹6,653.88 | 546.41 ₹6,556.92 | 505 ₹6,060 Lowest | 549.95 ₹6,599.34 | 537.83 ₹6,453.9 | 556.76 ₹6,681.15 | 551.46 ₹6,617.52 | 555 ₹6,660 |
| 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. | 16.2 | Cum | 680.76 ₹11,028.31 | 670.84 ₹10,867.61 | 620 ₹10,044 Lowest | 675.18 ₹10,937.92 | 660.3 ₹10,696.86 | 683.55 ₹11,073.51 | 677.04 ₹10,968.05 | 666.5 ₹10,797.3 |
| 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. | 78.33 | Cum | 274.5 ₹21,501.58 | 270.5 ₹21,188.26 | 250 ₹19,582.5 Lowest | 272.25 ₹21,325.34 | 266.25 ₹20,855.36 | 275.62 ₹21,589.71 | 273 ₹21,384.09 | 399 ₹31,253.67 |
| 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. | 52.72 | Cum | 334.89 ₹17,655.4 | 330.01 ₹17,398.13 | 330 ₹17,397.6 | 332.14 ₹17,510.68 | 324.82 ₹17,124.77 Lowest | 336.26 ₹17,727.76 | 333.06 ₹17,558.92 | 327.88 ₹17,285.57 |
| 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 | 8,564.4 ₹10,277.28 | 8,439.6 ₹10,127.52 | 7,800 ₹9,360 Lowest | 8,494.2 ₹10,193.04 | 8,307 ₹9,968.4 | 8,599.5 ₹10,319.4 | 8,517.6 ₹10,221.12 | 8,385 ₹10,062 |
| 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. | 0.2 | Cum | 12,297.6 ₹2,459.52 | 12,118.4 ₹2,423.68 | 11,200 ₹2,240 Lowest | 12,196.8 ₹2,439.36 | 11,928 ₹2,385.6 | 12,348 ₹2,469.6 | 12,230.4 ₹2,446.08 | 12,500 ₹2,500 |
| 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 | 8,235 ₹48,998.25 | 8,115 ₹48,284.25 | 7,800 ₹46,410 | 8,167.5 ₹48,596.62 | 7,987.5 ₹47,525.62 | 8,268.75 ₹49,199.06 | 8,190 ₹48,730.5 | 7,599 ₹45,214.05 Lowest |
Tender Value
₹43.1 L
EMD Value
₹86,160
Closing Date
21 Aug 2026, 6:00 pmClosed
GE 869 EWS
GE 869 EWS PIN-913869 C/o 99 APO
SPL REPAIR/ ALTN TO BLDG NO T-38,T-530 AND PROVN OF GUARD ROOM WITH SENTRY POST AT LEIMAKHONG MIL STN UNDER GE 869 EWS.
2026_MES_781514_1
8771/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
₹86,160
Yes
2 Sept 2026
29 Jul 2026
22 Aug 2026
29 Jul 2026
21 Aug 2026
14 Aug 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. | 68.5 | 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. | 16.2 | 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. | 78.33 | 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. | 52.72 | 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. | 0.2 | 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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