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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92,000Accepted-AOC 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | ₹92,000 | L1 | Accepted-AOC Being L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 3 | Rejected-Technical 79 B BLOCK SRI GANGANAGAR 335001 RAJASTHAN | GANGANAGAR | RAJASTHAN | 335001 | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | GEO MEDIA ENGINEERING and CONSULTANCY SERVICES PRIVATE LIMITED L1 |
|---|---|---|---|---|
| 1.00 | Bore hole dia shall be 150mm. Depth of bore shall be decided as per the site condition and may be taken 15M for N value reaches 50, whichever is earlier. Note: Under this test preferably following results to be provided:- (i) Grain size analysis, identification & classification of soil.
(ii) Unit weight (bulk density), natural moisture content, liquid limit , plastic limit, Shrinkage limit, Plasticity index, specific gravity.
(iii) Dry density, degree of saturation of soil.
(iv) Free swelling index & swelling pressure if expansive soil is encountered.
(v) Shear parameters (C-Ø analysis).
(vi) Consolidation test & Permeability test.
(vii) Depth of water table below ground level.
(viii) Presence of loose soil, if any and its depth.
(ix) If weak soil with lesser N value as specified in table-1 of IS 1893 (Part-I) 2016 is encountered then evaluation of liquefaction potential shall be assessed and remedial action to be adopted shall be specified.
(x) SPT test shall be done at 1.0M interval.
(xi) Reccomendation for filling under floor and filling under protection including plinth protection. (xii) For open foundation, calculatio of net SBC at 1.5M, 2M, 2.5M, 3.0M from shear as well as settlement criteria. SBC values shall be calculated based on C-Øanalysis as well as SPT value. For calculation formula given in IS 6403 shall be used.
(xiii) If pile foundation are required the depth of pile shall be mentioned and pile capacity in compression, uplift & lateral load shall be given for 300, 400, 450, 500 dia for underreamed piles & for 450, 500, 550, 600 mm dia for long piles.
(xiv) Recommendations regarding type of foundaion to be adopted & net SBC / Pile capacity to be adopted. Also, recommendation shall be given regarding stability of soil and soil stabilisation required.
Note:- Drilling of Bore hole shall be 15M irrespective of N value.
(xv) Borehole position duly marked on plan and thier distances from adjacent prominet reference points. Plan size of bldgs shall also be marked in the plan. This plan shall be signed by GE / AGE & soil consultant.
(xvi) Bore log details shall be as per Appx 'D' of IS 1892 N values depth wise shall also be shown in bore log details. Bore log details shall be signed by GE / AGE and soil consultant.
(xvii) Colour photograph on A4 size photo paper of the site with the locations of the boreholes duly flagged should be submitted. The photographs should also preferably include any reference structure and the identification of the same be marked.
(xviii) Undisturbed soil sample shall be collected at 1.5M interval and at change of strata.
Note: Drilling of Bore hole shall be 20M irrespective of N value. | 5 | Nos | 18,000 ₹90,000 Lowest |
| 2.00 | Chemical analysis of soil and recommendation and type of cement to be used for RCC foundation. | 1 | Each | 1,000 ₹1,000 Lowest |
| 3.00 | Chemical analysis of ground water (water to be obtained from bottom of bore hole) | 1 | Each | 1,000 ₹1,000 Lowest |
| 4.00Note. A CD containing vedio evidence of the depth of each borehole and machinery deployed at site location will be provided which is inclusive in above quoated rate | ||||
Tender Value
₹1 L
EMD Value
₹2,000
Closing Date
17 Aug 2026, 6:00 pmClosed
Lt Col Dheeraj Samuel J GE LGJ
GARRISON ENGINEER
Soil Investigation for Provn of 02 Burning PIT to carry out disposal of UNSV Small Arms Amn at 24 FAD at Lalgarh Jattan Mil Station
2026_MES_782293_1
3014/Job/06/E3
Open Tender
Miscellaneous Services
Item Rate
30 days
GE LALGARH JATTAN
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹2,000
Yes
3 Sept 2026
1 Aug 2026
19 Aug 2026
1 Aug 2026
17 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Bore hole dia shall be 150mm. Depth of bore shall be decided as per the site condition and may be taken 15M for N value reaches 50, whichever is earlier. Note: Under this test preferably following results to be provided:- (i) Grain size analysis, identification & classification of soil.
(ii) Unit weight (bulk density), natural moisture content, liquid limit , plastic limit, Shrinkage limit, Plasticity index, specific gravity.
(iii) Dry density, degree of saturation of soil.
(iv) Free swelling index & swelling pressure if expansive soil is encountered.
(v) Shear parameters (C-Ø analysis).
(vi) Consolidation test & Permeability test.
(vii) Depth of water table below ground level.
(viii) Presence of loose soil, if any and its depth.
(ix) If weak soil with lesser N value as specified in table-1 of IS 1893 (Part-I) 2016 is encountered then evaluation of liquefaction potential shall be assessed and remedial action to be adopted shall be specified.
(x) SPT test shall be done at 1.0M interval.
(xi) Reccomendation for filling under floor and filling under protection including plinth protection. (xii) For open foundation, calculatio of net SBC at 1.5M, 2M, 2.5M, 3.0M from shear as well as settlement criteria. SBC values shall be calculated based on C-Øanalysis as well as SPT value. For calculation formula given in IS 6403 shall be used.
(xiii) If pile foundation are required the depth of pile shall be mentioned and pile capacity in compression, uplift & lateral load shall be given for 300, 400, 450, 500 dia for underreamed piles & for 450, 500, 550, 600 mm dia for long piles.
(xiv) Recommendations regarding type of foundaion to be adopted & net SBC / Pile capacity to be adopted. Also, recommendation shall be given regarding stability of soil and soil stabilisation required.
Note:- Drilling of Bore hole shall be 15M irrespective of N value.
(xv) Borehole position duly marked on plan and thier distances from adjacent prominet reference points. Plan size of bldgs shall also be marked in the plan. This plan shall be signed by GE / AGE & soil consultant.
(xvi) Bore log details shall be as per Appx 'D' of IS 1892 N values depth wise shall also be shown in bore log details. Bore log details shall be signed by GE / AGE and soil consultant.
(xvii) Colour photograph on A4 size photo paper of the site with the locations of the boreholes duly flagged should be submitted. The photographs should also preferably include any reference structure and the identification of the same be marked.
(xviii) Undisturbed soil sample shall be collected at 1.5M interval and at change of strata.
Note: Drilling of Bore hole shall be 20M irrespective of N value. | 5 | Nos | - | - |
| 2 | Chemical analysis of soil and recommendation and type of cement to be used for RCC foundation. | 1 | Each | - | - |
| 3 | Chemical analysis of ground water (water to be obtained from bottom of bore hole) | 1 | Each | - | - |
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