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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.5 LAccepted-AOC | ₹44.5 L Quoted ₹44.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹48.8 L+₹4.1 L (9.24%)Rejected-Finance | ₹48.8 L+₹4.1 L (9.24%) | L2 | Rejected-Finance Being other than lowest |
| 3 | L3₹48.9 L+₹4.3 L (9.54%)Rejected-Finance RANGAPAHAR RAILWAY CROSSING GATE NO 1 DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | ₹48.9 L+₹4.3 L (9.54%) | L3 | Rejected-Finance Being other than lowest |
| 4 | L4₹49.3 L+₹4.7 L (10.5%)Rejected-Finance | ₹49.3 L+₹4.7 L (10.5%) | L4 | Rejected-Finance Being other than lowest |
| 5 | L5₹49.5 L+₹4.9 L (10.9%)Rejected-Finance | ₹49.5 L+₹4.9 L (10.9%) | L5 | Rejected-Finance Being other than lowest |
| Sl No | Description | Qty | Unit | M/S PRADEEP CONSTRUCTION L4 | MAURYA CONSTRUCTIONS L3 | M/s Ritz Marketing L7 | M/s Nongmaithem Construction L2 | Ms SATISH CHAND AGARWAL L8 | M/S BIJOYA LAXMI ENTERPRISE L5 | L BINOD CONSTRUCTION CO L1 | SHARMA ENTERPRISE L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Schedule 'A' | |||||||||||
| 1.01 | M & L for Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 1,363 | Sqm | 121 ₹1,64,923 | 120 ₹1,63,560 | 135 ₹1,84,005 | 120 ₹1,63,560 | 124 ₹1,69,012 | 105 ₹1,43,115 | 82 ₹1,11,766 Lowest | 124 ₹1,69,012 |
| 2.00 | Excavation over area not exceeding 1.5m deep and getting out in soft/loose soil complete all as specified and directed. | 9.5 | Cum | 384 ₹3,648 | 385 ₹3,657.5 | 385 ₹3,657.5 | 385 ₹3,657.5 | 380 ₹3,610 | 355 ₹3,372.5 | 350 ₹3,325 Lowest | 380 ₹3,610 |
| 3.00 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, and getting out in soft and loose soil complete all as specified and directed. | 165 | Each | 400 ₹66,000 | 400 ₹66,000 | 399 ₹65,835 | 400 ₹66,000 | 355 ₹58,575 | 399 ₹65,835 | 350 ₹57,750 Lowest | 355 ₹58,575 |
| 4.00 | M&L for PCC 1:3:6 Type C1 (Nominal mix) (using 20mm graded stone aggregate), as in post holes, foundation, filling and mass concrete complete all as specified and as directed. (Note:- using dimapur sand) | 18.2 | Cum | 7,290 ₹1,32,678 | 7,290 ₹1,32,678 | 7,235 ₹1,31,677 | 7,290 ₹1,32,678 | 7,200 ₹1,31,040 Lowest | 7,253 ₹1,32,004.6 | 7,200 ₹1,31,040 Lowest | 7,200 ₹1,31,040 Lowest |
| 5.00 | M&L for PCC 1:3:6 Type C2 (Nominal mix) (using 40mm graded stone aggregate), as in post holes, foundation, filling and mass concrete complete all as specified and as directed. (Note:- using dimapur sand) | 1.18 | Cum | 7,100 ₹8,378 | 7,100 ₹8,378 | 7,250 ₹8,555 | 7,100 ₹8,378 | 7,000 ₹8,260 Lowest | 7,005 ₹8,265.9 | 7,000 ₹8,260 Lowest | 7,000 ₹8,260 Lowest |
| 6.00 | 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. | 110 | Cum | 350 ₹38,500 Lowest | 350 ₹38,500 Lowest | 355 ₹39,050 | 450 ₹49,500 | 350 ₹38,500 Lowest | 350 ₹38,500 Lowest | 350 ₹38,500 Lowest | 350 ₹38,500 Lowest |
| 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) | 37.25 | Cum | 6,950 ₹2,58,887.5 | 6,950 ₹2,58,887.5 | 6,955 ₹2,59,073.75 | 7,199 ₹2,68,162.75 | 6,800 ₹2,53,300 | 6,950 ₹2,58,887.5 | 6,500 ₹2,42,125 Lowest | 6,800 ₹2,53,300 |
| 8.00 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and pre-cast concrete articles and removing unserviceable materials from site of work complete all as specified and directed. | 6 | Cum | 450 ₹2,700 Lowest | 450 ₹2,700 Lowest | 460 ₹2,760 | 450 ₹2,700 Lowest | 450 ₹2,700 Lowest | 450 ₹2,700 Lowest | 1,150 ₹6,900 | 450 ₹2,700 Lowest |
| 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. | 75.3 | Cum | 10,498 ₹7,90,499.4 | 10,498 ₹7,90,499.4 | 10,350 ₹7,79,355 | 10,498 ₹7,90,499.4 | 10,952 ₹8,24,685.6 | 10,498 ₹7,90,499.4 | 9,500 ₹7,15,350 Lowest | 10,952 ₹8,24,685.6 |
Tender Value
₹44.2 L
EMD Value
₹88,340
Closing Date
22 Jun 2026, 6:00 pmClosed
GE 869 EWS
GE 869 EWS PIN-913869 C/o 99 APO
ADDN/ALTN TO EXISTING DRAIN AND WASHING POINT BEHIND COOK HOUSE BLDG NO T-330 AND CERTAIN PROVN WORKS AT LEIMAKHONG MIL STN UNDER GE 869 EWS.
2026_MES_768720_1
8760/E8
Open Tender
Civil Works
Item Rate
210 days
LEIMAKHONG MIL STN
AS PERTENDER DOCUMENTS
2 documents required · 2 mandatory
₹500
GE 869 EWS
₹88,340
Yes
30 Jul 2026
30 May 2026
23 Jun 2026
30 May 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Schedule 'A' | |||||
| 1.01 | M & L for Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 1,372.5 | Sqm | - | - |
| 2 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, and getting out in soft and loose soil complete all as specified and directed. | 165 | Each | - | - |
| 3 | M&L for PCC 1:3:6 Type C1 (Nominal mix) (using 20mm graded stone aggregate), as in post holes, foundation, filling and mass concrete complete all as specified and as directed. (Note:- using dimapur sand) | 18.2 | Cum | - | - |
| 4 | M&L for PCC 1:3:6 Type C2 (Nominal mix) (using 40mm graded stone aggregate), as in post holes, foundation, filling and mass concrete complete all as specified and as directed. (Note:- using dimapur sand) | 1.18 | Cum | - | - |
| 5 | 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. | 110 | 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) | 37.25 | Cum | - | - |
| 7 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and pre-cast concrete articles and removing unserviceable materials from site of work complete all as specified and directed. | 6 | 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 (1:4) complete all as specified and directed. | 75.3 | 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 (1:6) complete all as specified and directed. | 19.3 | Cum | - | - |
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