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Tender ID
Tender Value
₹3.6 L
EMD Value
₹7,000
Closing Date
27 Apr 2026, 4:00 pmClosed
SE ECC(D)Agra
220 KV Sub Station 64 Khamba Sikandra Agra
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
2026_DVVNL_1111668_3
172/ECC(D)Ag/2025-26
Open Tender
Civil Works
Item Wise
30 days
Agra
As Per Tender Documents
3 documents required · 3 mandatory
₹1,180
DVVNL
₹7,000
20 Aug 2026
18 Apr 2026
28 Apr 2026
18 Apr 2026
27 Apr 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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) | - | 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) | - | 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) | - | 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) | - | Job | - | - |
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