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Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
23 Sept 2026, 6:00 pm
GE, GE (SOUTH) AKHNOOR
Military Engineer Services GE (South) Akhnoor PIN- 900234 c/o 56 APO
MAINT OF EXTERNAL LT ELECTRIC SUPPLY NETWORK IN AKHNOOR MIL STN UNDER GE (S) AKHNOOR.
2026_MES_787499_1
GES/AKH-65/2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
AKHNOOR
AS PER NIT
9 documents required · 9 mandatory
₹500
GE SOUTH AKHNOOR
₹90,000
2 Sept 2026
2 Sept 2026
30 Sept 2026
2 Sept 2026
23 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches, not exceeding 1.50 mtr wide and not exceeding 1.50mtr in depth; not exceeding 10 Sqm on plan and getting out, in any type of soil, for laying electric cables or foundation of poles/ stays etc, complete all as specified and as directed. | 665 | Cum | - | - |
| 2 | Excavation in trenches, not exceeding 1.50 mtr wide and exceeding 1.50mtr but not exceeding 3 mtrs in depth, not exceeding 10 Sqm on plan and getting out, in any type of soil, for foundation of poles/ stays etc, complete all as specified and as directed. | 0.54 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm, complete all as specified and directed. | 381 | Cum | - | - |
| 4 | Removing excavated materials/ soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed. | 284 | Cum | - | - |
| 5 | Sand cushioning to protection of underground cables, laid 8 cm before laying and 15 cm after laying of cable, and punned to form an overall layer of 18 cm thick, complete all as specified and directed.
Note: Punned thickness shall be measured. | 251 | Cum | - | - |
| 6 | Sub class ‘B’ bricks, modular size, brick covering laid dry, flat, transversally along the length of cable on sand cushioning for mechanical protection of cable, with width equal to the length of the brick, complete all as specified and directed. | 21 | 1000 Nos | - | - |
| 7 | Plain cement concrete M-7.50 (1:4:8), type D-2 (using 40mm graded crushed stone aggregate), as in mass concrete in foundation of poles etc, complete all as specified and as directed. | 0.54 | Cum | - | - |
| 8 | Plain cement concrete M-10 (1:3:6), type C-2 (using 40mm graded crushed stone aggregate), as in mass concrete in foundation of stays etc, complete all as specified and as directed. | 8 | Cum | - | - |
| 9 | Plain cement concrete M-15 (1:2:4), type B-1 (using 20mm graded crushed stone aggregate), as in coping of poles including necessary form work, finished even and fair the surface without using extra cement, complete all as specified and as directed. | 1.08 | Cum | - | - |
| 10 | Replacement of old cracked/ damaged, concrete poles with new pre-stressed concrete pole, 9 metres long, cross section 102mmx172mm at top and 102mmx279mm at bottom, class 10, including painting strips in black and white colour, 300mm thick, upto 1.50mtr height, from top of PCC coping with synthetic enamel paint after preparing the surface, complete all as specified and as directed.
Note: Excavation, earth work and concrete in foundation shall be measured and paid separately under respective items of BOQ. | 5 | Each | - | - |
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TD-65-26-27.pdf
Tender Documents • 1.34 MB
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