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| Tender ID | 4931807 |
|---|---|
| Organisation Name | Jammu And Kashmir State Power Development Corporation |
| Tender Brief | Corrigendum : Providing Protection Measures Against Shooting And Falling Of Stones In The Vicinity Of Trt From Rd 2500 Up To The Portal Of The Right Bank Tunnel Part 2 70 Meters Stretch |
| Last Date For Submission | 7th Aug, 2026 |
| Opening Date | 08 Aug, 2026 |
| Document Cost | 2000.00 |
|---|---|
| EMD | 360000.00 |
| Estimated Cost | 18000000.00 |
| City | Ramban |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. | 15.8340 | 100Sqm |
| 2 | Surface preparation of rock slopes/faces by scaling and removing all loose, fractured, or projecting rock pieces to an average depth of 0.3 m using manual methods with scaling bars, pry bars, and other hand tools as required. The work shall include the cleaning of the scaled surface, and ensuring a safe and stable rock face. Rate to be inclusive of all labor, T&P, safety measures for working at heights, and disposal of all resulting debris to a lead of 50m as directed by the Engineer-in-Charge. | 2639.0000 | Sqm |
| 3 | Supply, installation and fixing of 32 mm dia self-drilling rock anchors at 2.0 m c/c (staggered pattern), of required length ensuring a minimum of 3.0 m anchorage inside the rock, complete as per approved drawings and technical specifications. The item includes drilling through overburden and rock strata, insertion and grouting of self-drilling anchors using cement grout of specified mix, provision of bearing plates, nuts, couplers and accessories, along with cost of all materials, labour, machinery, ventilation, lighting, drainage, testing and all ancillary operations required for proper completion of work, all as per approved design and direction of Engineer-in-Charge. | 2007.0000 | meter |
| 4 | Providing weep holes/Seepage Holes of Size 50mm -60 mm dia by drilling in existing Plain / Reinforced Concrete/Rock /Shotcrete , fitted with 50-60mm dia. UPVC perforated pipe extending through the full Length of the hole using wagon drill or other suitable drilling equipment s, as directed to specified depth including cost of all materials, machinery, labour, cleaning holes, ventilation, lighting, Drainage and all other ancillary operations etc. complete (5m c/c) | 481.5000 | Rm |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Hard drawn steel wire fabric | 10028.2000 | Kgs |
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