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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Finance HOUSE NO 59 THILIXU VILLAGE BLOCK V PS POST DIMAPUR NAGALAND 797 112 | DIMAPUR | DIMAPUR | NAGALAND | 797112 | ₹4.7 L | L1 | Admitted-Finance |
| 2 | L2₹5.0 LAdmitted-Finance C O HILL HARDWARE STORE P R HILL KOHIMA NAGALAND | PHEK | NAGALAND | 797104 | ₹5.0 L | L2 | Admitted-Finance |
| 3 | L3₹5.1 LAdmitted-Finance | ₹5.1 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical H NO 400 FLAT NO 13 A SEMATILLA DIMAPUR 797112 NAGALAND | DIMAPUR | DIMAPUR | NAGALAND | 797112 | - | - | Rejected-Technical Not Found In Order |
| 5 | Rejected-Technical KEZO TOWN CHAKABAMA NEAR 1063 FD WORKSHOP GREF KOHIMA 797001 NAGALAND | KOHIMA | KOHIMA | NAGALAND | 797001 | - | - | Rejected-Technical Not Found In Order |
| Sl No | Description | Qty | Unit | commercial enterprises L3 | thepfuralie zutso L2 | Shri Atoshe Tuccu L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for laying cables, foundation for pole, etc and getting out in hard/dense soil complete all as specified and as directed. | 1.5 | Cum | 525 ₹787.50 | 515 ₹772.50 | 500 ₹750 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming of soil in layers n. exc 25cm thick complete all as specified and as directed. | 0.5 | Cum | 235 ₹117.50 | 230 ₹115 | 220 ₹110 |
| 3.00 | Removing excavated soil to distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and as directed. | 1 | Cum | 255 ₹255 | 250 ₹250 | 240 ₹240 |
| 4.00 | M&L for PCC 1:4:8, type D2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete etc. complete all as specified and as directed. | 0.5 | Cum | 7,100 ₹3,550 | 7,003 ₹3,501.50 | 6,500 ₹3,250 |
| 5.00 | M&L for RCC 1:1.5:3, type B1 (using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete. complete all as specified and as directed.
Note for item No. 5 to 6 : Reinforement shall be measured and paid separately under relevant item of this schedule. | 0.75 | Cum | 12,500 ₹9,375 | 12,003 ₹9,002.25 | 11,000 ₹8,250 |
| 6.00 | M&L for RCC 1:1.5:3, type B1 (using 20mm graded crushed stone aggregate) as in Columns, pillars, piers, posts and struts, complete all as specified and as directed. | 2.75 | Cum | 12,500 ₹34,375 | 12,003 ₹33,008.25 | 11,000 ₹30,250 |
| 7.00 | Formwork to rough finished surface 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 complete all as specified and as directed. | 1.6 | Sqm | 450 ₹720 | 425 ₹680 | 410 ₹656 |
| 8.00 | Formwork to rough finished surface sides of concrete of pillars,posts, struts, piers, columns and stanchions complete all as specified and as directed. | 15 | Sqm | 425 ₹6,375 | 425 ₹6,375 | 410 ₹6,150 |
| 9.00 | M&L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape as required including cutting, bending cranking, hooking end and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed. | 180 | Kg | 135 ₹24,300 | 130 ₹23,400 | 120 ₹21,600 |
| 10.00 | All as per item No 09 above but 8mm dia bars using for stirrups complete all as specified and as directed. | 50 | Kg | 135 ₹6,750 | 130 ₹6,500 | 120 ₹6,000 |
Updated dates
Tender Value
₹4.6 L
EMD Value
₹9,200
Closing Date
1 May 2026, 6:00 pmClosed
AGE (I) Zakhama
AGE (I) Zakhama C/o 792 FPO PIN-900792 C/O 99 APO
PROVN OF 01xIRON GATE AT LOWER PATIALA HILL AND PROVN OF 30X CEILING FANS AND 06X GEYSERS AT VARIOUS LOCATION AT JAT HILL AT CHAKABAMA MILITARY STATION UNDER AGE (I) ZAKHAMA
2025_MES_745055_3
8545/E8
Open Tender
Miscellaneous Works
180 days
Chakabama C/o 99 APO
Please refer Tender documents.
8 documents required · 8 mandatory
₹300
AGE (I) Zakhama
₹9,200
21 May 2026
10 Apr 2026
4 May 2026
10 Apr 2026
1 May 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for laying cables, foundation for pole, etc and getting out in hard/dense soil complete all as specified and as directed. | - | Cum | - | - | |
Returning, filling in, including spreading, levelling, watering and well ramming of soil in layers n. exc 25cm thick complete all as specified and as directed. | - | Cum | - | - | |
Removing excavated soil to distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and as directed. | - | Cum | - | - | |
M&L for PCC 1:4:8, type D2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete etc. complete all as specified and as directed. | - | Cum | - | - | |
M&L for RCC 1:1.5:3, type B1 (using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete. complete all as specified and as directed.
Note for item No. 5 to 6 : Reinforement shall be measured and paid separately under relevant item of this schedule. | - | Cum | - | - | |
M&L for RCC 1:1.5:3, type B1 (using 20mm graded crushed stone aggregate) as in Columns, pillars, piers, posts and struts, complete all as specified and as directed. | - | Cum | - | - | |
Formwork to rough finished surface 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 complete all as specified and as directed. | - | Sqm | - | - | |
Formwork to rough finished surface sides of concrete of pillars,posts, struts, piers, columns and stanchions complete all as specified and as directed. | - | Sqm | - | - | |
M&L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape as required including cutting, bending cranking, hooking end and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed. | - | Kg | - | - | |
All as per item No 09 above but 8mm dia bars using for stirrups complete all as specified and as directed. | - | Kg | - | - |
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