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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.0 LAccepted-AOC | ₹49.0 L | L1 | Accepted-AOC Lowest Bid Value |
| 2 | L2₹52.0 L+₹3.0 L (6.13%)Rejected-AOC OLD DAILY MARKET DIMAPUR 797 112 NAGALAND | PEREN | NAGALAND | 797112 | ₹52.0 L+₹3.0 L (6.13%) | L2 | Rejected-AOC Highest Bid Value |
| Sl No | Description | Qty | Unit | M/S MUNGA LAL PRASAD L2 | M/S TUK TUK CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed. | 130 | Sqm | 34 ₹4,420 Lowest | 39 ₹5,070 |
| 2.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation etc or for shafts, wells, cesspits, manhole, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 94 | Cum | 284 ₹26,696 Lowest | 290 ₹27,260 |
| 3.00 | Excavation over areas n.exc 1.5m deep & getting out soft/loose soil etc complete all as specified and directed. | 41 | Cum | 318 ₹13,038 Lowest | 320 ₹13,120 |
| 4.00 | Returning filling in trenches including spreading leveling watering and well ramming in layers not exceeding 25 cm thick all complete all as specified and as directed. | 46.5 | Cum | 150 ₹6,975 Lowest | 160 ₹7,440 |
| 5.00 | Removing of excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all complete all as specified and as directed. | 108 | Cum | 268 ₹28,944 Lowest | 270 ₹29,160 |
| 6.00 | M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 25 | Cum | 7,100 ₹1,77,500 | 7,000 ₹1,75,000 Lowest |
| 7.00 | M&L for RCC design Mix M-25(using 20 mm graded stone aggregate) as in foundation, including rafts, footings, foundation beams; plinth beams; bases for coloumns, etc basement slabs under reamed piles and mass concrete complete all as specified and as directed. | 17 | Cum | 10,500 ₹1,78,500 | 10,250 ₹1,74,250 Lowest |
| 8.00 | M&L for RCC design Mix M-25(using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 5 | Cum | 10,600 ₹53,000 | 10,250 ₹51,250 Lowest |
| 9.00 | M&L for RCC design Mix M-25 (using 20 mm graded stone aggregate) as in beams, cantilvers, bressummers, lintels over 1.5m span complete all as specified and as directed. | 7 | Cum | 10,700 ₹74,900 | 10,250 ₹71,750 Lowest |
| 10.00 | M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 1,490 | Kg | 129 ₹1,92,210 | 125 ₹1,86,250 Lowest |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
14 Jul 2026, 6:00 pmClosed
GE 868 EWS
GE 868 EWS PIN- 913 868 C/o 99 APO
PROVN OF TEMP BLDG NEAR BLDG NO T 15 WITH PARTITIONS FOR TAILOR BARBER AND EBR SHOP FOR DEF EMP COY HQ 3 CORPS AND PROVN OF RIGID PATHWAY BEHIND BLDG NO T 75 IN M ZONE AT RMS
2026_MES_771294_1
9016/C/E8
Open Tender
Civil Works
Item Rate
180 days
RANGAPAHAR
Class D, Category a(i)
2 documents required · 2 mandatory
₹500
GE 868 EWS
₹98,000
7 Aug 2026
11 Jun 2026
16 Jul 2026
11 Jun 2026
14 Jul 2026
25 Jun 2026
11 Jun 2026 - 18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed. | 130 | Sqm | - | - |
| 2 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation etc or for shafts, wells, cesspits, manhole, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 94 | Cum | - | - |
| 3 | Excavation over areas n.exc 1.5m deep & getting out soft/loose soil etc complete all as specified and directed. | 41 | Cum | - | - |
| 4 | Returning filling in trenches including spreading leveling watering and well ramming in layers not exceeding 25 cm thick all complete all as specified and as directed. | 46.5 | Cum | - | - |
| 5 | Removing of excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all complete all as specified and as directed. | 108 | Cum | - | - |
| 6 | M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 25 | Cum | - | - |
| 7 | M&L for RCC design Mix M-25(using 20 mm graded stone aggregate) as in foundation, including rafts, footings, foundation beams; plinth beams; bases for coloumns, etc basement slabs under reamed piles and mass concrete complete all as specified and as directed. | 17 | Cum | - | - |
| 8 | M&L for RCC design Mix M-25(using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 5 | Cum | - | - |
| 9 | M&L for RCC design Mix M-25 (using 20 mm graded stone aggregate) as in beams, cantilvers, bressummers, lintels over 1.5m span complete all as specified and as directed. | 7 | Cum | - | - |
| 10 | M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 1,490 | Kg | - | - |
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