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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.8 LAccepted-AOC RANGAPAHAR CROSSING RAILWAY GATE NO 1 DIMAPUR 797 112 NAGALAND | DIMAPUR | DIMAPUR | NAGALAND | 797112 | ₹45.8 L Quoted ₹46.6 L | L1 | Accepted-AOC Lowest Bid Value |
| 2 | L2₹47.5 L+₹80,182.80 (1.72%)Rejected-AOC | ₹47.5 L+₹80,182.80 (1.72%) | L2 | Rejected-AOC Higher Bid Value |
| 3 | L3₹47.5 L+₹86,981.40 (1.86%)Rejected-AOC BR GADGIL ROAD PUNE MAHARASHTRA 411030 INDIA | PUNE | MAHARASHTRA | 411030 | ₹47.5 L+₹86,981.40 (1.86%) | L3 | Rejected-AOC Higher Bid Value |
| 4 | L4₹47.7 L+₹1.1 L (2.31%)Rejected-AOC | ₹47.7 L+₹1.1 L (2.31%) | L4 | Rejected-AOC Higher Bid Value |
| 5 | L5₹47.9 L+₹1.3 L (2.68%)Rejected-AOC | ₹47.9 L+₹1.3 L (2.68%) | L5 | Rejected-AOC Higher Bid Value |
| Sl No | Description | Qty | Unit | SHRI HRIDAY NARAIN GIRI L4 | SHRI MADAN SINGH L1 | KAILASH KUMAR LADHA L5 | SHRI RAJNATH SINGH L2 | K K CONSTRUCTION L6 | das enterprises L7 | M/S RAHUL TRADING CO. L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 390 | Sqm | 73 ₹28,470 | 65 ₹25,350 | 68 ₹26,520 | 70 ₹27,300 | 70 ₹27,300 | 73 ₹28,470 | 30 ₹11,700 Lowest |
| 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. | 40 | Cum | 410 ₹16,400 | 400 ₹16,000 Lowest | 412 ₹16,480 | 408 ₹16,320 | 415 ₹16,600 | 420 ₹16,800 | 480 ₹19,200 |
| 3.00 | Excavation over areas n.exc 1.5m deep & getting out soft/loose soil etc complete all as specified and as directed. | 6 | Cum | 310 ₹1,860 | 300 ₹1,800 Lowest | 313 ₹1,878 | 308 ₹1,848 | 315 ₹1,890 | 320 ₹1,920 | 400 ₹2,400 |
| 4.00 | Excavation over areas exc 1.5m deep & n.exc 3 m deep and getting out in soft/loose soil complete all as specified and as directed. | 6 | Cum | 460 ₹2,760 | 450 ₹2,700 Lowest | 462 ₹2,772 | 458 ₹2,748 | 465 ₹2,790 | 470 ₹2,820 | 460 ₹2,760 |
| 5.00 | Returning filling in trenches including spreading leveling watering and well ramming in layers not exceeding 25 cm thick all complete all as specified ans as directed. | 16 | Cum | 130 ₹2,080 | 120 ₹1,920 Lowest | 132 ₹2,112 | 127 ₹2,032 | 135 ₹2,160 | 140 ₹2,240 | 210 ₹3,360 |
| 6.00 | 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. | 94.5 | Cum | 215 ₹20,317.5 | 200 ₹18,900 Lowest | 218 ₹20,601 | 212 ₹20,034 | 220 ₹20,790 | 222 ₹20,979 | 210 ₹19,845 |
| 7.00 | M&L for hardcore of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rammmed to a true surface complete all as specified and as directed. | 40 | Cum | 2,320 ₹92,800 | 2,300 ₹92,000 Lowest | 2,328 ₹93,120 | 2,318 ₹92,720 | 2,330 ₹93,200 | 2,332 ₹93,280 | 2,310 ₹92,400 |
| 8.00 | M & L for PCC (1:3:6) type C-2, 100 mm thick (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and as directed. | 390 | Sqm | 915 ₹3,56,850 | 900 ₹3,51,000 Lowest | 918 ₹3,58,020 | 912 ₹3,55,680 | 920 ₹3,58,800 | 922 ₹3,59,580 | 909 ₹3,54,510 |
| 9.00 | M & L for PCC (1:2:4) type B-1, 40 mm thick (using 20 mm graded stone aggregate) as in floor finish complete all as specified and as directed. | 375 | Sqm | 380 ₹1,42,500 | 370 ₹1,38,750 Lowest | 382 ₹1,43,250 | 378 ₹1,41,750 | 385 ₹1,44,375 | 389 ₹1,45,875 | 375 ₹1,40,625 |
| 10.00 | M&L for forming contraction (dummy) joints 65mm deepx10mm wide, filled with sealing compound complete all as specified and directed. | 9 | 10 Rm | 890 ₹8,010 | 880 ₹7,920 Lowest | 892 ₹8,028 | 889 ₹8,001 | 895 ₹8,055 | 900 ₹8,100 | 885 ₹7,965 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
20 May 2026, 6:00 pmClosed
GE 868 EWS
GE 868 EWS PIN- 913 868 C/o 99 APO
PROVN OF HARD STANDING NEAR BLDG NO P 740 OF 4 MAHAR AND PROVN OF COVERED SHED TO EXISTING FOOTPATH AT TCP 1 AND PROVN OF COVERED SHED TO EXISTING FOOTPATH AT TCP 2 AND PROVN OF SENTRY POST AT NAGA GATE AND ADDN OR ALTN TO BLDG NO T 52 AT SANGAM COMP
2026_MES_762781_1
8980/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
₹90,000
28 Jul 2026
29 Apr 2026
22 May 2026
29 Apr 2026
20 May 2026
13 May 2026
29 Apr 2026 - 6 May 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. | 390 | 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. | 40 | Cum | - | - |
| 3 | Excavation over areas n.exc 1.5m deep & getting out soft/loose soil etc complete all as specified and as directed. | 6 | Cum | - | - |
| 4 | Excavation over areas exc 1.5m deep & n.exc 3 m deep and getting out in soft/loose soil complete all as specified and as directed. | 6 | Cum | - | - |
| 5 | Returning filling in trenches including spreading leveling watering and well ramming in layers not exceeding 25 cm thick all complete all as specified ans as directed. | 16 | Cum | - | - |
| 6 | 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. | 94.5 | Cum | - | - |
| 7 | M&L for hardcore of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rammmed to a true surface complete all as specified and as directed. | 40 | Cum | - | - |
| 8 | M & L for PCC (1:3:6) type C-2, 100 mm thick (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and as directed. | 390 | Sqm | - | - |
| 9 | M & L for PCC (1:2:4) type B-1, 40 mm thick (using 20 mm graded stone aggregate) as in floor finish complete all as specified and as directed. | 375 | Sqm | - | - |
| 10 | M&L for forming contraction (dummy) joints 65mm deepx10mm wide, filled with sealing compound complete all as specified and directed. | 9 | 10 Rm | - | - |
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