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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62,000Admitted-Finance 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | ₹62,000 | L1 | Admitted-Finance |
| 2 | L2₹65,000+₹3,000 (4.84%)Admitted-Finance | ₹65,000+₹3,000 (4.84%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 L+₹89,040 (143.6%)Admitted-Finance PLOT NO 47 PARWATI HOUSING SOCIETY SARA SIDDHI ROAD SAWANGI HARSOOL ROAD AURANGABAD MAHARASHTRA 431008 | AURANGABAD | MAHARASHTRA | 431008 | ₹1.5 L+₹89,040 (143.6%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shree Enginnering Lab L2 | GEO MEDIA ENGINEERING and CONSULTANCY SERVICES PRIVATE LIMITED L1 | VGeotech Experts Pvt. Ltd L3 |
|---|---|---|---|---|---|---|
| 1.00 | Mobilisation of plants and equipments incl man and materials required at site of soil investigation, setting of boring/drilling/digging as required and demobilisation of plants and equipment on completion of work etc., complete. (which include conveyance of sample collected to testing lab as required for the purpose of testing.) | 1 | Each Job | 10,000 ₹10,000 Lowest | 22,000 ₹22,000 | 35,400 ₹35,400 |
| 2.00 | (a) Boring throughout the existing rigid pavement/flexible pavement /sand/clay/silt strata from ground level at 6.0 m depth.
(b) Carrying out standard penetration test in bore holes as per IS 21321986.
(c) Collection of disturbed samples at every 1.5 mtr or change of strata including packing and handling all complete.
(d) Collection of undisturbed samples at every 1.0 mtr or change of strata including packing and handling all complete as perIS 2132-1989
(e) Carrying out Laboratory tests as per relevent IS for:- (i) Grain size (ii) Liquid and plastic limits (iii) Natural moisture content (iv) Specific Gravity (v) Bulk and dry density (vi) Shear characterstics of undisturbed samples using direct shear/triaxial shear test (vii) Unconfined compression test (viii) Consolidation test
(f) The report to include clearly the following parameters:- (i) Safe bearing capacity of the soil (ii) Weather effect of high water table been considered or not in working out SBC (iii) Type of soil. | 1 | Nos | 21,000 ₹21,000 | 10,000 ₹10,000 Lowest | 50,740 ₹50,740 |
| 3.00 | Conducting necessary test on collected samples which includes the determination of K Value Test as per IS specification. | 1 | Nos | 30,000 ₹30,000 | 20,000 ₹20,000 Lowest | 59,000 ₹59,000 |
| 4.00 | Conducting necessary test on collected samples which includes the determination of California Bearing Ratio Test as per IS specification. | 1 | Nos | 4,000 ₹4,000 Lowest | 10,000 ₹10,000 | 5,900 ₹5,900 |
| 5.00With every soil investigation report, a detailed site plan showing the approx location of each bore duly numbered as per log of bore holes should be enclosed, location of foundation of adjacent structure especially those that might be impacted by the proposed construction shall be shown. | ||||||
| 6.00Every page of the soil investigation report shall have name of job for which soil investigation is being carried out. All pages of soil investigation report shall be serially numbered, stamped and signed by the agency carrying out the soil investigation. Report shall be scrutinized by GE and CWE for correctness. Photographic record of soil investigation as well as testing shall also form part of the record. | ||||||
| 7.00GE shall Intimate approximate type of construction, utilization and dimensions of proposed building to the consultant, who based on Geo-exploration shall recommend type of foundation (viz isolated/combined footing, raft, pile etc) | ||||||
| 8.00Transportation charges including loading and unloading, T & P Technician etc complete from laboratory to work site and back shall be deemed included in rates quoted by bidders. | ||||||
Tender Value
₹65,000
Closing Date
8 Jun 2026, 6:00 pmClosed
GE AF NAL
GE AF NAL
As mentioned and described in BOQ
2026_MES_767171_1
3013/Q/01/E3
Open Tender
Civil Works
Item Rate
30 days
GE AF NAL
As per NIT and Tender Documents
9 documents required · 9 mandatory
₹0
Exempted
10 Jun 2026
22 May 2026
10 Jun 2026
22 May 2026
8 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Mobilisation of plants and equipments incl man and materials required at site of soil investigation, setting of boring/drilling/digging as required and demobilisation of plants and equipment on completion of work etc., complete. (which include conveyance of sample collected to testing lab as required for the purpose of testing.) | 1 | Each Job | 10 | ₹10 |
| 2 | (a) Boring throughout the existing rigid pavement/flexible pavement /sand/clay/silt strata from ground level at 6.0 m depth.
(b) Carrying out standard penetration test in bore holes as per IS 21321986.
(c) Collection of disturbed samples at every 1.5 mtr or change of strata including packing and handling all complete.
(d) Collection of undisturbed samples at every 1.0 mtr or change of strata including packing and handling all complete as perIS 2132-1989
(e) Carrying out Laboratory tests as per relevent IS for:- (i) Grain size (ii) Liquid and plastic limits (iii) Natural moisture content (iv) Specific Gravity (v) Bulk and dry density (vi) Shear characterstics of undisturbed samples using direct shear/triaxial shear test (vii) Unconfined compression test (viii) Consolidation test
(f) The report to include clearly the following parameters:- (i) Safe bearing capacity of the soil (ii) Weather effect of high water table been considered or not in working out SBC (iii) Type of soil. | 1 | Nos | 40 | ₹40 |
| 3 | Conducting necessary test on collected samples which includes the determination of K Value Test as per IS specification. | 1 | Nos | 10 | ₹10 |
| 4 | Conducting necessary test on collected samples which includes the determination of California Bearing Ratio Test as per IS specification. | 1 | Nos | 40 | ₹40 |
| 5 | With every soil investigation report, a detailed site plan showing the approx location of each bore duly numbered as per log of bore holes should be enclosed, location of foundation of adjacent structure especially those that might be impacted by the proposed construction shall be shown. | - | - | - | - |
| 6 | Every page of the soil investigation report shall have name of job for which soil investigation is being carried out. All pages of soil investigation report shall be serially numbered, stamped and signed by the agency carrying out the soil investigation. Report shall be scrutinized by GE and CWE for correctness. Photographic record of soil investigation as well as testing shall also form part of the record. | - | - | - | - |
| 7 | GE shall Intimate approximate type of construction, utilization and dimensions of proposed building to the consultant, who based on Geo-exploration shall recommend type of foundation (viz isolated/combined footing, raft, pile etc) | - | - | - | - |
| 8 | Transportation charges including loading and unloading, T & P Technician etc complete from laboratory to work site and back shall be deemed included in rates quoted by bidders. | - | - | - | - |
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