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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-Finance | ₹1.1 L | L1 | Accepted-Finance Accepted |
| Sl No | Description | Qty | Unit | SS Associate L1 |
|---|---|---|---|---|
| 1.00M & L for carring out the soil investigation to cover field and laboratory studies includes: | ||||
| 1.01 | Mobilisation of plants and euipments including men and materials as required at site setting of borring /drilling as required and de-mobilisation of plants and equipments on completion of work etc. complete (Which includes coveyance of sample collected to testing lab as required for the purpose of testing). | 1 | Job | 45,000 ₹45,000 Lowest |
| 1.02Boring 150 mm dia boreholes to any depth through following type of strata | ||||
| 1.03 | Any type of soil | 7 | Mtr | 3,500 ₹24,500 Lowest |
| 1.04 | Soft rock | 2 | Mtr | 4,500 ₹9,000 Lowest |
| 1.05 | Hard rock | 1 | Mtr | 4,500 ₹4,500 Lowest |
| 1.06 | Collection of undistrubed soil samples at 3.00 Mtr. Intervals or at any change of strata in 100 mm bore thin walled tube including waxing, sealing, packing, transporting to the lab. | 3 | Nos. | 500 ₹1,500 Lowest |
| 1.07 | Carrying out standard penetration test (SPT) as per IS 2131 including collection of disturbed soil samples in bore holes at every 1.5 Mtrs depth or at any change of strata and submit the report with all requisite data. | 6 | Nos. | 500 ₹3,000 Lowest |
| 1.08Conducting necessary tests on all collection of samples which includes the determination of: | ||||
| 1.09 | (i) Shrinkage Limits (ii) Atterberg Limits (iii) Natural moisture content (iv) Wet and dry density (v) Particle size (Soil grain size) (vi) Triaxial shear test/Direct sheer test (vii) Soluble salt content (Chloride and Sulphate) (viii) Specific gravity (ix) Unconfined sompressive strength of rock sample (x) Testing of water sample including pH determination (xi) Free swll index. | 1 | Per bore hole | 12,500 ₹12,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹3,500
Closing Date
21 Oct 2025, 10:00 amClosed
Executive Engineer, RCD, APWD, Wimberly Gunj
Executive Engineer, RCD, APWD, Wimberly Gunj
Construction of Panchayat Bhawan at Gram Panchayat Kanyapuram under RCD, APWD, Wimberly Gunj. S.W Soil Investigation.
2025_APWD_20241_1
No.Quot/DB/RCD/APWD/WG/25-26
Open Tender
Civil Works - Others
Item Rate
10 days
RCD, APWD, Wimberly Gunj
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3,500
17 Jul 2026
14 Oct 2025
21 Oct 2025
15 Oct 2025
21 Oct 2025
17 Oct 2025
Amount
M & L for carring out the soil investigation to cover field and laboratory studies includes:
Mobilisation of plants and euipments including men and materials as required at site setting of borring /drilling as required and de-mobilisation of plants and equipments on completion of work etc. complete (Which includes coveyance of sample collected to testing lab as required for the purpose of testing).
Boring 150 mm dia boreholes to any depth through following type of strata
Any type of soil
Soft rock
Hard rock
Collection of undistrubed soil samples at 3.00 Mtr. Intervals or at any change of strata in 100 mm bore thin walled tube including waxing, sealing, packing, transporting to the lab.
Carrying out standard penetration test (SPT) as per IS 2131 including collection of disturbed soil samples in bore holes at every 1.5 Mtrs depth or at any change of strata and submit the report with all requisite data.
Conducting necessary tests on all collection of samples which includes the determination of:
(i) Shrinkage Limits (ii) Atterberg Limits (iii) Natural moisture content (iv) Wet and dry density (v) Particle size (Soil grain size) (vi) Triaxial shear test/Direct sheer test (vii) Soluble salt content (Chloride and Sulphate) (viii) Specific gravity (ix) Unconfined sompressive strength of rock sample (x) Testing of water sample including pH determination (xi) Free swll index.
Compiliation of data and preparation and submission of report in 01 copies containing NSBC, SBC, settlement test result, praphs, chart, calculation, Scope of Investigation, Method of drilling , Sample of bore hole, Visual description of soil samples. Ground water table. Photograph of equipment used. Photograph of laboratory test samples after testing etc and recommendation for foundation.
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