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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAdmitted-Finance N A | NA | NA | 121004 | ₹36.4 L | L1 | Admitted-Finance |
| 2 | L2₹38.6 L+₹2.2 L (6.08%)Admitted-Finance | ₹38.6 L+₹2.2 L (6.08%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DEBABROTA ROY CHOWDHURY L1 | RABI BANIK L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exc 1.5 m wide and not 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 all excavated material in soft / loose soil complete all as specified and directed. | 60 | Cum | 578 ₹34,680 Lowest | 613 ₹36,780 |
| 2.00 | All as per item no 1.00 but for each additional 1.5m or part thereof in depth beyond the first 1.50 m complete all as directed. | 5 | Cum | 817 ₹4,085 Lowest | 867.5 ₹4,337.5 |
| 3.00 | Excavating over areas, not exc 1.5 m deep and getting out in soft / loose soil complete all as specified and directed. | 45 | Cum | 390 ₹17,550 Lowest | 413.5 ₹18,607.5 |
| 4.00 | All as per Sl item No. 3 above but exc 1.5 m & not exc 3.0 m deep complete all as specified and directed. | 25 | Cum | 628 ₹15,700 Lowest | 667 ₹16,675 |
| 5.00 | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed. | 60 | Cum | 210 ₹12,600 Lowest | 222.5 ₹13,350 |
| 6.00 | Removing of excavated surplus soil to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed. | 75 | Cum | 483 ₹36,225 Lowest | 512 ₹38,400 |
| 7.00 | Demolition of precast block masonry or precast concrete article built in cement mortar complete all as specified and as directed. | 25 | Cum | 2,474 ₹61,850 Lowest | 2,623.5 ₹65,587.5 |
| 8.00 | M&L for precast PCC (1:3:6) type C1 (using 20mm graded crushed stone aggregate) block masinry with solid blocks, exc 10cm in width and setting in CM (1:6) complete all as directed by the Engr -in- Charge. | 25 | Cum | 12,716 ₹3,17,900 Lowest | 13,481 ₹3,37,025 |
| 9.00 | M&L for rendering 20 mm thick in CM (1:4) in two layers of 10mm each (outer layer CM should be added with WPC) on fair faces of brick or concrete surfaces, finished even & smooth without using extra cement complete all as directed.
Note:- WPC shall be measured and paid separately as supply only. | 150 | Sqm | 546 ₹81,900 Lowest | 580 ₹87,000 |
| 10.00 | Supply only integral water proofing compound complete all as specified and directed. | 30.47 | Kg | 70 ₹2,132.9 Lowest | 74 ₹2,254.78 |
Tender Value
₹33 L
EMD Value
₹66,000
Closing Date
11 May 2026, 6:00 pmClosed
GE Gangtok
GE Gangtok New Mil Stn Gangtok Sikkim
REPAIR MAINT OF SEWAGE LINE MANHOLE AND CLEANING WORK OF DRAIN AT MP GOLAI AND BURDONG UNDER GE GANGTOK
2026_MES_753970_2
8431/A/E8
Open Tender
Miscellaneous Works
Works
240 days
GE Gangtok New Mil Stn Gangtok Sikkim
As per tender documents
8 documents required · 8 mandatory
₹500
GE Gangtok
₹66,000
Yes
22 May 2026
17 Apr 2026
14 May 2026
17 Apr 2026
11 May 2026
24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in trenches, not exc 1.5 m wide and not 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 all excavated material in soft / loose soil complete all as specified and directed. | - | Cum | - | - |
| - | All as per item no 1.00 but for each additional 1.5m or part thereof in depth beyond the first 1.50 m complete all as directed. | - | Cum | - | - |
| - | Excavating over areas, not exc 1.5 m deep and getting out in soft / loose soil complete all as specified and directed. | - | Cum | - | - |
| - | All as per Sl item No. 3 above but exc 1.5 m & not exc 3.0 m deep complete all as specified and directed. | - | Cum | - | - |
| - | Returning, filling in and including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed. | - | Cum | - | - |
| - | Removing of excavated surplus soil to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed. | - | Cum | - | - |
| - | Demolition of precast block masonry or precast concrete article built in cement mortar complete all as specified and as directed. | - | Cum | - | - |
| - | M&L for precast PCC (1:3:6) type C1 (using 20mm graded crushed stone aggregate) block masinry with solid blocks, exc 10cm in width and setting in CM (1:6) complete all as directed by the Engr -in- Charge. | - | Cum | - | - |
| - | M&L for rendering 20 mm thick in CM (1:4) in two layers of 10mm each (outer layer CM should be added with WPC) on fair faces of brick or concrete surfaces, finished even & smooth without using extra cement complete all as directed.
Note:- WPC shall be measured and paid separately as supply only. | - | Sqm | - | - |
| - | Supply only integral water proofing compound complete all as specified and directed. | - | Kg | - | - |
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