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| Tender ID | 3682649 |
|---|---|
| Organisation Name | Dakshinanchal Vidyut Vitran Nigam Limited |
| Tender Brief | Corrigendum : Soil Testing Countouring/survey Work For 33kv Siddhpura Line, Near Ninawali Ghat Pahuj River Crossing And 11kv Feeder Maheshpura, Near Dang Khairai Pahuj River Crossing Distt. Jalaun |
| Last Date For Submission | 27th Mar, 2026 |
| Opening Date | 28 Mar, 2026 |
| Document Cost | 1180.00 |
|---|---|
| EMD | 7000.00 |
| Estimated Cost | 362846.00 |
| City | Jalaun |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Contouring of Land for 33/11KV line with the help of leveling instrument/total station instrument & staff including plotting of trees, road, height of existing line, poles and structure if any including preparation of contour plan in 6 copies including marking periphery including all labour, Supervisor, instrument, T&P materials complete as per direction of Engineer I/C. (CSI No. 28.11) | 150000.00 | Sqm |
| 2 | Marking of Tower foundation points at various locations for 33/11KV line as per proposed layout/drawing with the help of Theodolite/ total station instrument and closing of Travers for Tower foundation point etc. including cost of all labour, Supervisor, instrument, T&P materials complete as per direction of Engineer I/C. (CSI No. 28.12) | 5 | Job |
| 3 | Making borehole in all type of soil by any method required as per site conditions in accordance with IS specification No 1982-1979 and 1498- 1970 and conducting standard penetration test in accordance with IS specification No 2131 1981 at every 1.5 M approx . or as per strata during making borehole and also collecting undisturbed and disturbed soil samples at a depth of approx. 1.5 M depth or change of strata of soil as per site requirements in each borehole in accordance with IS specification 1892-1978. (Depth of water table as detemine from borehole or from nearest waterwell ) Each Boreholes to be bored upto 15.00 depth. (CSI No. 28.13) | 150.00 | RM |
| 4 | Undisturbed soil samples collected in field will be tested in Laboratory and preparation of samples for tests mentioned below, will be done/governed in accordance with IS 2720 (Part 1)-1983 i) Tri axial compression test and determination of shear parameters as per ISS 2720 (Part ix) ISS 2720-(Part xii) ISS 2720-(Part xiii) on silty/sandy soil . or Consolidation Test as per ISS-2720( Part xv )on clay soil ii)-Sieve analysis test as per ISS 2720 (Part iv) iii)-Atterberg s limit tests as per ISS 2720 (Part v) iv)-Particle size analysis test as per ISS 2720 (Part iv) v)- Natural moisture content test as per ISS 2720 (Part vi) vi)-Wet density test and dry density test as per ISS 2720 (Part vi) vii)-Specific gravity test as per ISS 2720 (Part iii) section 2 Disturbed soil samples will be prepared in accordance with ISS 2720 (Part I) 1983 and tested as follows i)- Sieve analysis test as per ISS 2720 (part iv) ii)- Atterberg s limit tests as per ISS- 2720(Part v). (CSI No. 28.14) | 5 | Job |
8 Days Left