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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹185.0 CrAccepted-AOC RAM PLAZA NAVASHAKTI CHOWK BHABANAGAR NASHIK 422011 | NASHIK | NASHIK | MAHARASHTRA | 422011 | 1 | Accepted-AOC Accepted | |
| 2 | 2₹205.0 Cr+₹7.8 Cr (3.95%)Rejected-Finance | 2 | Rejected-Finance Rejected | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical 401 402 AMIT CRYSTAL ABOVE BANK OF BARODA SENAPATI BAPAT ROAD PUNE 411016 SHIVAJI NAGAR PUNE MAHARASHTRA 411016 | PUNE | MAHARASHTRA | 411016 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹177.2 Cr
EMD Value
₹89.6 L
Closing Date
20 Apr 2023, 6:00 pmClosed
E.E. P.W. Division Panvel
E.E. P.W. Division Panvel
Construction of New Administrative Building of Maharashtra Public Service Commision Department C.B.D. Belapur Navi Mumbai
2023_PWR_879890_1
PD/AB/TC e-Ten Notice No.94 for 2022-23
Open Tender
Civil Works
Item Rate
Panvel
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹89.6 L
C.E. Konkan P.W. Region Konkan
8 Apr 2024
2 Mar 2023
24 Apr 2023
2 Mar 2023
20 Apr 2023
2 Mar 2023
11 Apr 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Work
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means. | 6,988.67 | Per One Cubic Metre | - | - |
| 2 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means | 1,961.92 | Per One Cubic Metre | - | - |
| 3 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means | 5,885.75 | Per One Cubic Metre | - | - |
| 4 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 3.00 m to 4.50 m.) By Mechanical Means | 5,885.75 | Per One Cubic Metre | - | - |
| 5 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 4.5 m to 6.00 m.) By Mechanical Means | 3,923.83 | Per One Cubic Metre | - | - |
| 6 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means | 19,619.17 | Per One Cubic Metre | - | - |
| 7 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 8,640 | Per One Hours | - | - |
| 8 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 5,760 | Per One Hours | - | - |
| 9 | Filling in plinth and floors with with approved excavated material and approved by Engineer in charge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | 386.5 | Per One Cubic Metre | - | - |
| 10 | Rebate for quantity recived from excavation for foundation A) For Rubble | 15,695.34 | Per One Cubic Metre | - | - |
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