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NTID 44425569
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💬 Talk to Our Bidding ExpertCorrigendum Soil Testing Cou in Agra - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Soil Testing Cou" in Agra, India.
Dakshinanchal Vidyut Vitran Nigam Ltd.
Agra, Uttar Pradesh, India
NTID 44425569
- Opening Date : Fri 17th April, 2026
- Closing Date : Thu 16th April, 2026
- ₹ 362846.00
- NTID 44425569
Key Values: Document Cost: 1180.00 | EMD: 7000.00 | Estimated Cost: 362846.00
Tender Description
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 - Soil Testing & Countouring for 33 kv Siddhpura Line, Near Ninawali Ghat, Pahuj River Crossing Rampura and 11 kv Feeder Maheshpura Near Dang Khairai Pahuj River Crossing Distt. Jalaun.
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Tender Extended5 | Date |
| 2 | Tender Extended6 | Date |
| 3 | Tender Extended7 | Date |
BOQ Items Total Items : 4 | Total Qty : 150160
| # | Item | Quantity | 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 |
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