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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹49.7 L+₹1.8 L (3.86%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹49.7 L+₹1.9 L (3.99%)Admitted-Finance PO VIKRAMKHAND ROAD LANE NO 05 HOUSE NO 16 ASSAM 788007 | CACHAR | ASSAM | 788007 | L3 | Admitted-Finance | |
| 4 | L4₹49.9 L+₹2.1 L (4.31%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹51.1 L+₹3.3 L (6.81%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S TAPAN KUMAR RAY L7 | M/S RAJU ENTERPRISES AND BROS L1 | m/s builders and suppliers L2 | M/S SUBHAM ENTERPRISE L3 | M/S MOLOY KUMAR DEY L5 | MAGADH TRADING L4 | LUIT CONSTRUCTION L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00B & R Division Items | ||||||||||
| 2.00 | Demolition cement concrete (un reinforced) of any description in ground floor n. exc 15 cm thickness (below or above ground level) complete all as specified and as directed. | 15.8 | Cum | 805 ₹12,719 | 780 ₹12,324 Lowest | 793 ₹12,529.4 | 787 ₹12,434.6 | 799 ₹12,624.2 | 797 ₹12,592.6 | 805 ₹12,719 |
| 3.00 | Surface dressing n exc 15 cm deep and getting out in soft / lose soil complete all as specified | 68.8 | Sqm | 95 ₹6,536 | 40 ₹2,752 Lowest | 69 ₹4,747.2 | 70 ₹4,816 | 70 ₹4,816 | 77 ₹5,297.6 | 73 ₹5,022.4 |
| 4.00 | Excavation over areas n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed. | 147.13 | Cum | 518 ₹76,213.34 | 350 ₹51,495.5 Lowest | 497 ₹73,123.61 | 498 ₹73,270.74 | 510 ₹75,036.3 | 505 ₹74,300.65 | 500 ₹73,565 |
| 5.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc 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. | 14.4 | Cum | 618 ₹8,899.2 | 450 ₹6,480 Lowest | 595 ₹8,568 | 591 ₹8,510.4 | 610 ₹8,784 | 595 ₹8,568 | 610 ₹8,784 |
| 6.00 | Returning filling in including, spreading, levelling, watering and well ramming in layer n.exc 30 thick all as spd | 9.14 | Cum | 290 ₹2,650.6 | 150 ₹1,371 Lowest | 275 ₹2,513.5 | 262 ₹2,394.68 | 302 ₹2,760.28 | 265 ₹2,422.1 | 270 ₹2,467.8 |
| 7.00 | Removing of surplus soil not exceeding 50 m and deposited where directed at a level not exceeding 1.50m above the starting point all as specified. | 6.59 | Cum | 657 ₹4,329.63 | 300 ₹1,977 Lowest | 652 ₹4,296.68 | 625 ₹4,118.75 | 645 ₹4,250.55 | 633 ₹4,171.47 | 655 ₹4,316.45 |
| 8.00 | Removing excavated material exc. 250m but n exc. 500 m and depositing where directed all as specified and directed. | 145.85 | Cum | 409 ₹59,652.65 | 350 ₹51,047.5 Lowest | 387 ₹56,443.95 | 405 ₹59,069.25 | 402 ₹58,631.7 | 408 ₹59,506.8 | 455 ₹66,361.75 |
| 9.00 | 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 round in layers n.exc. 25 cm in soft/loose soil complete all as specified & as directed. | 32 | Each | 345 ₹11,040 | 310 ₹9,920 Lowest | 325 ₹10,400 | 335 ₹10,720 | 335 ₹10,720 | 337 ₹10,784 | 350 ₹11,200 |
| 10.00 | M&L for Hardcore broken stone of gauge n exc 63mm deposited spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and directed. | 10.32 | Cum | 3,510 ₹36,223.2 | 3,370 ₹34,778.4 Lowest | 3,405 ₹35,139.6 | 3,399 ₹35,077.68 | 3,420 ₹35,294.4 | 3,405 ₹35,139.6 | 3,500 ₹36,120 |
Tender Value
₹46.5 L
EMD Value
₹93,000
Closing Date
21 Sept 2026, 6:00 pmClosed
GE SILCHAR
Offic of the GE Silchar Masimpur
PROVN OF RETAINING WALL AT BLDG NO P-369 and P-34 AND CERTAIN MINOR WORK AT MASIMPUR MIL STN
2026_MES_785845_1
8188A/E8
Open Tender
Civil Works
Item Rate
180 days
Masimpur
Class D Category a i and other criteria as per NIT and Tender Doc
8 documents required · 8 mandatory
₹500
GE Silchar
₹93,000
Yes
26 Sept 2026
22 Aug 2026
24 Sept 2026
22 Aug 2026
21 Sept 2026
7 Sept 2026
22 Aug 2026 - 29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B & R Division Items | - | - | - | - |
| 2 | Demolition cement concrete (un reinforced) of any description in ground floor n. exc 15 cm thickness (below or above ground level) complete all as specified and as directed. | 15.8 | Cum | - | - |
| 3 | Surface dressing n exc 15 cm deep and getting out in soft / lose soil complete all as specified | 68.8 | Sqm | - | - |
| 4 | Excavation over areas n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed. | 147.13 | Cum | - | - |
| 5 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc 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. | 14.4 | Cum | - | - |
| 6 | Returning filling in including, spreading, levelling, watering and well ramming in layer n.exc 30 thick all as spd | 9.14 | Cum | - | - |
| 7 | Removing of surplus soil not exceeding 50 m and deposited where directed at a level not exceeding 1.50m above the starting point all as specified. | 6.59 | Cum | - | - |
| 8 | Removing excavated material exc. 250m but n exc. 500 m and depositing where directed all as specified and directed. | 145.85 | Cum | - | - |
| 9 | 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 round in layers n.exc. 25 cm in soft/loose soil complete all as specified & as directed. | 32 | Each | - | - |
| 10 | M&L for Hardcore broken stone of gauge n exc 63mm deposited spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and directed. | 10.32 | Cum | - | - |
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