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| Tender ID | 4036309 |
|---|---|
| Organisation Name | Power Development Department |
| Tender Brief | Civil And Electrical Work In 220kv Tower Line |
| Last Date For Submission | 25th Apr, 2026 |
| Opening Date | 27 Apr, 2026 |
| Document Cost | 2500.00 |
|---|---|
| EMD | 492601.00 |
| Estimated Cost | 24630041.00 |
| City | Srinagar |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in bulk excavation by mechanical means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil: | 473.46 | Cum |
| 2 | Extra for every additional lift of 1.5m or part thereof in Excavation/Banking excavated or staxcked material All kinds of soils | 98.56 | Cum |
| 3 | Clearance of site of all the materials of existing/ damaged uprooted foundations of the towers including all required excavation of earth, this is also inclusive of removing of all concrete work in the form stubs/tower legs, base rafts with included earth work by mechanical means/dewatering what so ever gets involved and preparing the site for piling. The item is inclusive of disposal of the dismantled/excavated concrete and the close timbering operation if required. The material disposal is to be done in a way as not to invite any controversy. Any serviceable dismantled material is to be returned to the divisional stores as per the directions of the engineer in charge. However the back filling charges are included seperately | 8 | I job/tower |
| 4 | Boring, providing and installing bored cast in situ reinforced cement concrete pile of specified grade, concrete mix diameter and length below the pile cap in M-35 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with casing and / or bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete including removal of excavated earth with lifts and leads (length of pile for payment shall be measured from top of shoe to the bottom of pile cap) 600 mm dia pile of varying length(from 8-15m) by percussion drilling using(DMC) or bailer and chisel technique by tripod and mechanical winch machine all complete. | 930 | RM |
| 5 | Vertical load testing of piles in accordance with SI-2911(PART-IV) including installation of loading platform By Kent ledge/anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. Complete as per specifications and the direction of engineer in charge. Routine test (test load 1.5 times the safe capacity) Vertical load testing of piles | 3 | Per test |
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