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Tender Value
₹9.3 L
EMD Value
₹18,500
Closing Date
16 Sept 2026, 5:00 pm
Chief Project Engineer (P)
3rd Floor, North wing, V.S.Bhavan, Anushaktinagar, Mumbai-94
Geotechnical Investigation and Soil Exploration work for proposed UGC DAE CSR building at Plot No.08, Sector 18, New Panvel West, Maharashtra.
2026_DCSEM_922666_1
DCSEM/ CQD/ QSA/ Geo-Tech-UDCMC/ 26-27/ NIT/07 dt.18/08/2026
Open Tender
Civil Works
Item Rate
180 days
New Panvel (West)
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹18,500
19 Aug 2026
19 Aug 2026
18 Sept 2026
19 Aug 2026
16 Sept 2026
28 Aug 2026
19 Aug 2026 - 25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork excavation in foundation pits, trenches, misc. works, etc. in all soils other than soft and hard rock upto depths mentioned below including shoring and dewatering, if necessary, trimming, ramming and preparing the bed for foundation and refilling around foundation and in plinth with selected excavated earth, in layers not exceeding 150mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 300m, etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. | |||||
| 1.1 | a) Depth not exceeding 1.5m from Ground level | - | cum | - | - |
| 1.2 | b) Depth exceeding 1.5m and up to 3.0m from Ground level | - | cum | - | - |
| 1.3 | c) Depth exceeding 3.0m and up to 4.5m from Ground level | - | cum | - | - |
| 2Earthwork excavation in foundation pits, trenches, misc. works, etc. in soft rock upto depth mentioned below including shoring and dewatering, if necessary, trimming, ramming and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 150mm thick, watering, consolidation to ontain 90% proctor density and disposing of the surplus excavated materials within a distance of 300m, etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. | |||||
| 2.1 | a) Depth not exceeding 1.50m from Ground level | - | cum | - | - |
| 2.2 | b) Depth exceeding 1.5m and up to 3.0m from Ground level | - | cum | - | - |
| 2.3 | c) Depth exceeding 3.0m and up to 4.5m from Ground level | - | cum | - | - |
| 3Earthwork excavation in foundation pits, trenches, misc. works, etc. in hard rock by chiselling or by using machines such as poclain with jack hammer, etc. upto depths mentioned below including shoring and dewatering, if necessary, trimming and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth in layers not exceeding 150mm thick, watering, consolidation to obtain 90% proctor density and stacking or disposing of excavated materials within a distance of 300m, etc. complete as per specification, drawing and as directed by the Engineer-in-charge. | |||||
| 3.1 | a) Depth not exceeding 1.50m from Ground level | - | cum | - | - |
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