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Tender Value
₹17 L
EMD Value
₹34,000
Closing Date
4 Sept 2026, 6:00 pm7d left
GE 861 EWS
GE 861 EWS
REPAIR/MAINT OF EXTERNAL ELECTRIC LT DISTRIBUTION SYSTEM AT KHANABAL UNDER GE 861 EWS
2026_MES_783914_1
GE 861 EWS-46(T)/2026-27
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
GE 861 EWS
As per NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹34,000
GE 861 EWS
11 Aug 2026
11 Aug 2026
7 Sept 2026
11 Aug 2026
4 Sept 2026
27 Aug 2026
18 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Soft/ Loose soil complete all as specified and as directed by Engineer-in- charge. | 172 | Cum | - | - |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick, in any type of soil complete all as spefied and as directed by Engineer-in-Charge. | 90 | Cum | - | - |
| 3 | Removing excavated material/soils to a distance not exceeding 50 mtr and depositing where directed at a level not exc.1.5 mtr above the starting point, complete all as spefied and as directed by Engineer-in-Charge. | 82 | Cum | - | - |
| 4 | Material and Labour sand cushioning, with dry and clean fine river sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as spefied and as directed by Engineer-in-Charge.
(Note:- Punned thickness shall be considered for payment purpose) | 61.97 | Cum | - | - |
| 5 | Supply and laying Best quality, locally available, sub class ‘B’ burnt clay bricks (Old Size) for cable protection cover, laid flat and dry in trenches over the cable , perpendicular to the direction of cable complete all as specified and as directed by Engineer-in-Charge. | 6.52 | 1000 Per Nos | - | - |
| 6 | Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 1 | Cum | - | - |
| 7 | Material & Labour for PCC 1:3:6 , Type C2 , using 40mm graded stone aggregates using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 2 | Cum | - | - |
| 8 | Dismantling of ACSR or AAC conductors from PCC/ poles complete all as specified and directed by Engineer-in-Charge. | 2.8 | Qtl | - | - |
| 9 | Dismantling cross-arms of M.S. channel or angle sections etc. complete complete all as specified and directed by Engineer-in-Charge. | 2.59 | Qtl | - | - |
| 10 | Dismantling insulators any type, any size complete all as specified and as directed by Engineer-in- charge. | 72 | Each | - | - |
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