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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC C O HILL HARDWARE STORE P R HILL KOHIMA NAGALAND | PHEK | NAGALAND | 797104 | ₹9.6 L | L1 | Accepted-AOC BEING LOWEST BIDDER |
| 2 | L2₹9.6 LRejected-Finance KEZO TOWN CHAKABAMA NEAR 1063 FD WORKSHOP GREF KOHIMA 797001 NAGALAND | KOHIMA | KOHIMA | NAGALAND | 797001 | ₹9.6 L | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹10.0 LRejected-Finance | ₹10.0 L | L3 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | commercial enterprises L3 | M/S Yhobu Entrepreneur L2 | thepfuralie zutso L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc1.5 m deep and getting out in hard /dense soil complete all as specified and as directed. | 102 | Cum | 585 ₹59,670 | 585 ₹59,670 | 550 ₹56,100 |
| 2.00 | Returning, filling, in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed. | 20 | Cum | 255 ₹5,100 | 200 ₹4,000 | 178 ₹3,560 |
| 3.00 | Removing excavated soil to distance exc. 50m but n.exc100m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed. | 17 | Cum | 365 ₹6,205 | 365 ₹6,205 | 320 ₹5,440 |
| 4.00 | Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed. | 65 | Cum | 321 ₹20,865 | 330 ₹21,450 | 350 ₹22,750 |
| 5.00 | M & L for PCC 1:4:8, type D2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 6.6 | Cum | 7,545 ₹49,797 | 7,150 ₹47,190 | 7,100 ₹46,860 |
| 6.00 | M & L for PCC 1:3:6, type C2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 10.5 | Cum | 8,900 ₹93,450 | 8,000 ₹84,000 | 8,000 ₹84,000 |
| 7.00 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed. | 81 | Cum | 7,355 ₹6.0 L | 7,200 ₹5.8 L | 7,200 ₹5.8 L |
| 8.00 | M&L for Pre-Cast Plain Cement Concrete (1:3:6) type C1 using 20mm graded stone crushed aggregate as in bonders stone set in Cement Mortar 1:6 complete all as specified and as directed. | 1.5 | Cum | 13,350 ₹20,025 | 13,270 ₹19,905 | 13,270 ₹19,905 |
| 9.00 | M & L for PCC 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) as in benching and coping, cills, hold fasts, fixing of post, water trough etc. including necessary formwork (straight or curved) complete all as specified and as directed. | 3.76 | Cum | 12,200 ₹45,872 | 11,852 ₹44,563.52 | 11,852 ₹44,563.52 |
| 10.00 | M&L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, using 20mm thick Granite or Trap stone complete all as specified and as directed. | 97 | Sqm | 485 ₹47,045 | 400 ₹38,800 | 400 ₹38,800 |
Updated dates
Tender Value
₹9.2 L
EMD Value
₹18,500
Closing Date
13 Jan 2026, 6:00 pmClosed
AGE (I) Zakhama
C/o 792 FPO PIN-900792 C/O 99 APO
PROVN OF RETAINING WALL BEHIND BLDG NO T-367 AND PROVN OF DRAIN NEAR BLDG NO.T-282 AT ZAKHAMA MILITARY STATION UNDER AGE (I) ZAKHAMA
2025_MES_744717_1
8546/E8
Open Tender
Civil Works
180 days
Zakhama C/o 99 APO
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
AGE (I) Zakhama
₹18,500
30 Jan 2026
16 Dec 2025
15 Jan 2026
16 Dec 2025
13 Jan 2026
30 Dec 2025
Excavating over areas, n exc1.5 m deep and getting out in hard /dense soil complete all as specified and as directed.
Returning, filling, in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed.
Removing excavated soil to distance exc. 50m but n.exc100m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed.
Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed.
M & L for PCC 1:4:8, type D2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed.
M & L for PCC 1:3:6, type C2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed.
M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed.
M&L for Pre-Cast Plain Cement Concrete (1:3:6) type C1 using 20mm graded stone crushed aggregate as in bonders stone set in Cement Mortar 1:6 complete all as specified and as directed.
M & L for PCC 1:2:4, type B1 (using 20 mm graded crushed stone aggregate) as in benching and coping, cills, hold fasts, fixing of post, water trough etc. including necessary formwork (straight or curved) complete all as specified and as directed.
M&L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, using 20mm thick Granite or Trap stone complete all as specified and as directed.
M&L for raised pointing to random or ploygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 complete all as specified and as directed.
M&L for preparation of newly plastered/pointed surface of walls and applying three coats of white wash complete all as specified and as directed.
S&F for (SWR) pipes,75mm bore single socket in any length with rubber ring joint, weep hole etc complete all as specified and as directed.
M&L for hand packing any thickness of broken stone or boulder at back of wall pitching, laid dry, hand packed tightly complete all as specified and as directed.
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