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Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
5 Sept 2026, 6:00 pm
CWE, HQ 138 WE
CWE, HQ 138 WE
REPAIR / MAINT OF HT OH LINES, TRANSFORMERS, VCBs AND CONNECTED WORKS AT KARU AND SHESHARTHANG AREA UNDER GE 860 EWS
2026_MES_784641_1
138WE/L-87/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE 860 EWS
As per tender documents
6 documents required · 6 mandatory
₹500
GE 860 EWS
₹70,000
Yes
15 Aug 2026
15 Aug 2026
12 Sept 2026
15 Aug 2026
5 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation or for shafts, wells, cesspits, manholes, pier holes etc., not exc 10 sqm on plain and not exc 1.5 m in depth and getting out in cable/ stay assy/HT poles and getting out in hard/dense soil, complete all as specified and/ or as directed by Engr-in-Charge. | 430 | Cum | - | - |
| 2 | Excavating in trenches, not exc 1.5 m wide and not exc 3 m in depth; for foundation or for shafts, wells, cesspits, manholes, pier holes etc., not exc 10 sqm on plain and and not exc 3.0 m depth for foundation of poles and getting out in hard/dense soil, complete all as specified and/or as directed by Engr-in-Charge. | 5.18 | Cum | - | - |
| 3 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25cm in hard/dense soil, complete all as specified and/or as directed by Engr-in-Charge. | 390.18 | Cum | - | - |
| 4 | Removing surplus soil to a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified and/or as directed by Engr-in-Charge. | 42.55 | Cum | - | - |
| 5 | Material and labour for providing PCC 1:4:8, type D2 (using 40 mm graded stone aggregate) in foundation filling and mass concrete for pole/stay foundation including use of necessary form works for rough finished surface complete all as specified and/or as directed by Engineer-in-Charge. | 1.62 | Cum | - | - |
| 6 | Material and labour for providing PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) in foundation filling and mass concrete for pole/stay foundation including use of necessary form works for rough finished surface complete all as specified and/or as directed by Engr-in-Charge. | 16.2 | Cum | - | - |
| 7 | Material and labour for providing PCC 1:2:4, type B1 (using 40 mm graded stone aggregate) for coping of pole/ stay including necessary form work complete all as specified and/or as directed by Engr-in-Charge. | 4.32 | Cum | - | - |
| 8 | Material and labour for Sand cushioning to underground cables 8 cm below the cable before laying & 15 cm above the cable after laying, complete all as specified in clause 19.75 of SSR Part-I, complete all as specified and/or as directed by Engr-in-Charge. Note : Punned thickness only will be measured and paid for. | 40 | Cum | - | - |
| 9 | Supply and laying of factory made, machine pressed, unreinforced, pre-cast concrete cable cover class HV type-1 flat size 300mm x 180mm x 40mm, complete all as specified and/ or as directed by Engr-in-Charge. | 1,181 | Each | - | - |
| 10 | Supply and laying in repair of tubes galvanised "Light grade" 100 mm dia with all fittings and fixed complete to walls and ceilings or laid in floors/with pole/trenches for the protection of the underground cable complete all as specified and/ or as directed by Engr-in-Charge. | 48 | RM | - | - |
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