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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAdmitted-Finance AL 5 2 6 SUYOG APARTMENT NEAR CHINCHOLI GARDEN SECTOR 05 AIROLI NAVI MUMBAI 400708 ADMIN OFFICE AT RTC 30 TTC INDUSTRIAL AREA RABALE MIDC BEHIND FIRE BRIGADE NAVI MUMBAI 400701 | THANE | MAHARASHTRA | 400708 | ₹8.0 L | L1 | Admitted-Finance |
| 2 | L2₹10.2 L+₹2.2 L (27.4%)Admitted-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | ₹10.2 L+₹2.2 L (27.4%) | L2 | Admitted-Finance |
| 3 | L3₹10.3 L+₹2.4 L (29.5%)Admitted-Finance | ₹10.3 L+₹2.4 L (29.5%) | L3 | Admitted-Finance |
| 4 | L4₹11.6 L+₹3.7 L (45.9%)Admitted-Finance GOMA HOUSE F 88 TULSI ESTATE OPP BHAGYODAY HOTEL SARKHEJ BAVLA HIGHWAY VILLAGE TOWN CHANGODAR CITY AHMEDABAD | ₹11.6 L+₹3.7 L (45.9%) | L4 | Admitted-Finance |
| 5 | L5₹11.9 L+₹4.0 L (49.7%)Admitted-Finance 49 2 BANGUR AVENUE BLOCK C KOLKATA 700055 | KOLKATA | KOLKATA | WEST BENGAL | 700055 | ₹11.9 L+₹4.0 L (49.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Goma engineering and consultancy L4 | SKW SOIL AND SURVEY CO L1 | BECQUEREL INDUSTRIES PVT. LTD. L7 | Gaveshana Geosciences Pvt Ltd L6 | Geo Designs and Research Pvt Ltd L2 | CENTRE FOR ADVANCED ENGINEERING L5 | geo globe consultants L8 | M/s. S and R Geotechniques Pvt.Ltd. L10 | TTL ENGINEERING PVT.LTD. L9 | TECHNOEDGE RESEARCH PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earthwork 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. | |||||||||||||
| 1.10 | a) Depth not exceeding 1.5m from Ground level | 13.5 | cum | 500 ₹6,750 | 200 ₹2,700 Lowest | 2,000 ₹27,000 | 650 ₹8,775 | 300 ₹4,050 | 600 ₹8,100 | 500 ₹6,750 | 1,150 ₹15,525 | 354 ₹4,779 | 800 ₹10,800 |
| 1.20 | b) Depth exceeding 1.5m and up to 3.0m from Ground level | 13.5 | cum | 500 ₹6,750 | 200 ₹2,700 Lowest | 2,100 ₹28,350 | 1,250 ₹16,875 | 300 ₹4,050 | 600 ₹8,100 | 1,000 ₹13,500 | 1,250 ₹16,875 | 354 ₹4,779 | 1,000 ₹13,500 |
| 1.30 | c) Depth exceeding 3.0m and up to 4.5m from Ground level | 4.5 | cum | 500 ₹2,250 | 200 ₹900 Lowest | 1,100 ₹4,950 | 1,850 ₹8,325 | 300 ₹1,350 | 600 ₹2,700 | 3,000 ₹13,500 | 2,000 ₹9,000 | 354 ₹1,593 | 1,300 ₹5,850 |
| 2.00Earthwork excavation in foundation pits, trenches, misc. works, etc. in soft 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 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. | |||||||||||||
| 2.10 | a) Depth not exceeding 1.5m from Ground level | 6.75 | cum | 500 ₹3,375 | 50 ₹337.5 Lowest | 2,100 ₹14,175 | 1,850 ₹12,487.5 | 350 ₹2,362.5 | 600 ₹4,050 | 2,500 ₹16,875 | 2,750 ₹18,562.5 | 590 ₹3,982.5 | 800 ₹5,400 |
| 2.20 | b) Depth exceeding 1.5m and up to 3.0m from Ground level | 6.75 | cum | 500 ₹3,375 | 200 ₹1,350 Lowest | 3,500 ₹23,625 | 2,180 ₹14,715 | 400 ₹2,700 | 600 ₹4,050 | 4,000 ₹27,000 | 2,750 ₹18,562.5 | 590 ₹3,982.5 | 1,000 ₹6,750 |
| 2.30 | c) Depth exceeding 3.0m and up to 4.5m from Ground level | 6.75 | cum | 500 ₹3,375 | 250 ₹1,687.5 Lowest | 4,500 ₹30,375 | 2,360 ₹15,930 | 400 ₹2,700 | 600 ₹4,050 | 4,500 ₹30,375 | 2,750 ₹18,562.5 | 590 ₹3,982.5 | 1,300 ₹8,775 |
| 3.00Earthwork 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 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 specifications, drawings and as directed by the Engineer-in-charge. | |||||||||||||
| 3.10 | a) Depth not exceeding 1.5m from Ground level | 6.75 | cum | 500 ₹3,375 | 50 ₹337.5 Lowest | 3,500 ₹23,625 | 2,250 ₹15,187.5 | 500 ₹3,375 | 624 ₹4,212 | 3,000 ₹20,250 | 6,000 ₹40,500 | 1,180 ₹7,965 | 800 ₹5,400 |
Tender Value
₹14.4 L
EMD Value
₹28,800
Closing Date
29 Aug 2025, 5:00 pmClosed
Chief Engineer CCG
3rd Floor, DCSEM, North wing, V.S.Bhavan, Anushaktinagar, Mumbai 400094
Geotechnical Investigation and Soil Exploration work for Proposed Buildings in UM-DAE Centre for Excellence in Basic Sciences CEBS, University of Mumbai, Kalina Campus.
2025_DCSEM_871244_1
QSA/UM-DAE-Geotech/25-26/NIT/6 dt. 30.7.25
Open Tender
Civil Works
Item Rate
90 days
University of Mumbai, Kalina Campus, Mumbai
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹28,800
20 Nov 2025
31 Jul 2025
2 Sept 2025
31 Jul 2025
29 Aug 2025
14 Aug 2025
31 Jul 2025 - 8 Aug 2025
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