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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.3 LAccepted-AOC | ₹21.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹23.2 L+₹1.9 L (8.91%)Rejected-Finance | ₹23.2 L+₹1.9 L (8.91%) | L2 | Rejected-Finance Being other than lowest |
| 3 | L3₹23.2 L+₹1.9 L (8.98%)Rejected-Finance RANGAPAHAR RAILWAY CROSSING GATE NO 1 DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | ₹23.2 L+₹1.9 L (8.98%) | L3 | Rejected-Finance Being other than lowest |
| 4 | L4₹23.6 L+₹2.3 L (10.9%)Rejected-Finance | ₹23.6 L+₹2.3 L (10.9%) | L4 | Rejected-Finance Being other than lowest |
| 5 | L5₹23.9 L+₹2.7 L (12.6%)Rejected-Finance LEIMAKHONG BAZAR P O MANTRIPUKHRI DIST KANGPOKPI MANIPUR 795002 | KANGPOKPI | MANIPUR | 795002 | ₹23.9 L+₹2.7 L (12.6%) | L5 | Rejected-Finance Being other than lowest |
| Sl No | Description | Qty | Unit | M/S YAIPHABA ENTERPRISES L5 | M/s SSS Motors L6 | MAURYA CONSTRUCTIONS L3 | M/s CYBER DEN L8 | SHARMA ENTERPRISE L2 | M/s Nongmaithem Construction L7 | L BINOD CONSTRUCTION CO L4 | M/S BIJOYA LAXMI ENTERPRISE L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 68.66 | Sqm | 120 ₹8,239.2 | 124 ₹8,513.84 | 110 ₹7,552.6 | 122 ₹8,376.52 | 105 ₹7,209.3 | 112 ₹7,689.92 | 115 ₹7,895.9 | 73 ₹5,012.18 Lowest |
| 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. | 37.02 | Cum | 510 ₹18,880.2 | 530 ₹19,620.6 | 500 ₹18,510 | 520 ₹19,250.4 | 498 ₹18,435.96 | 540 ₹19,990.8 | 499 ₹18,472.98 | 495 ₹18,324.9 Lowest |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but not exc 3.00 in depth for foundation n.exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and directed. | 1.68 | Cum | 715 ₹1,201.2 | 710 ₹1,192.8 | 700 ₹1,176 | 722 ₹1,212.96 | 710 ₹1,192.8 | 730 ₹1,226.4 | 711 ₹1,194.48 | 670 ₹1,125.6 Lowest |
| 4.00 | 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. | 0.78 | Cum | 515 ₹401.7 | 510 ₹397.8 | 510 ₹397.8 | 525 ₹409.5 | 420 ₹327.6 Lowest | 540 ₹421.2 | 509 ₹397.02 | 430 ₹335.4 |
| 5.00 | 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. | 18.75 | Cum | 710 ₹13,312.5 | 730 ₹13,687.5 | 705 ₹13,218.75 | 725 ₹13,593.75 | 710 ₹13,312.5 | 750 ₹14,062.5 | 715 ₹13,406.25 | 650 ₹12,187.5 Lowest |
| 6.00 | 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) | 2.46 | Cum | 9,100 ₹22,386 | 9,210 ₹22,656.6 | 8,100 ₹19,926 | 9,100 ₹22,386 | 8,300 ₹20,418 | 9,250 ₹22,755 | 8,125 ₹19,987.5 | 7,100 ₹17,466 Lowest |
| 7.00 | Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, flat, rough finished surface of concrete complete all as specified and directed. | 95.8 | Sqm | 494 ₹47,325.2 | 505 ₹48,379 | 495 ₹47,421 | 530 ₹50,774 | 498 ₹47,708.4 | 512 ₹49,049.6 | 502 ₹48,091.6 | 450 ₹43,110 Lowest |
| 8.00 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc rough finised flat surfaces of concrete complete all as specified and directed. | 29.95 | Sqm | 667 ₹19,976.65 | 660 ₹19,767 | 660 ₹19,767 | 660 ₹19,767 | 650 ₹19,467.5 | 666 ₹19,946.7 | 645 ₹19,317.75 | 580 ₹17,371 Lowest |
| 9.00 | M&L for RCC M25 (Design Mix) as in foundation incl raft, footings, foundation beams, plinth beams, bases for columns etc basement slabs, under reamed piles & mass concrete complete all as specified and directed by Engr-In-Charge. Note :- Reinforcement and form work required shall be measured and paid seperately. | 13.06 | Cum | 13,150 ₹1,71,739 | 13,200 ₹1,72,392 | 13,000 ₹1,69,780 | 13,250 ₹1,73,045 | 12,800 ₹1,67,168 | 13,210 ₹1,72,522.6 | 12,500 ₹1,63,250 Lowest | 12,500 ₹1,63,250 Lowest |
Tender Value
₹21.3 L
EMD Value
₹42,520
Closing Date
19 Jun 2026, 6:00 pmClosed
GE 869 EWS
GE 869 EWS PIN-913869 C/o 99 APO
CERTAIN PROVISION WORKS UNDER AGE B/R-I AT LEIMAKHONG MIL STN UNDER GE 869 EWS.
2026_MES_768339_1
8752/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
₹42,520
Yes
18 Aug 2026
28 May 2026
20 Jun 2026
28 May 2026
19 Jun 2026
12 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. | 68.66 | 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. | 37.02 | Cum | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but not exc 3.00 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. | 1.68 | Cum | - | - |
| 4 | 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. | 0.78 | Cum | - | - |
| 5 | 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. | 18.75 | Cum | - | - |
| 6 | 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) | 2.46 | Cum | - | - |
| 7 | Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, flat, rough finished surface of concrete complete all as specified and directed. | 95.8 | Sqm | - | - |
| 8 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc rough finised flat surfaces of concrete complete all as specified and directed. | 29.95 | Sqm | - | - |
| 9 | M&L for RCC M25 (Design Mix) as in foundation incl raft, footings, foundation beams, plinth beams, bases for columns etc basement slabs, under reamed piles & mass concrete complete all as specified and directed by Engr-In-Charge. Note :- Reinforcement and form work required shall be measured and paid seperately. | 13.06 | Cum | - | - |
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