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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹290.9 CrAccepted-AOC RAM PLAZA NAVASHAKTI CHOWK BHABANAGAR NASHIK 422011 | NASHIK | NASHIK | MAHARASHTRA | 422011 | ₹290.9 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹297.2 Cr+₹6.3 Cr (2.16%)Rejected-AOC 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | ₹297.2 Cr+₹6.3 Cr (2.16%) | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Pawar Patkar Constructions Pvt.Ltd. L1 | Harsh Constructions Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. 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 1.5m.) By Mechanical Means (Item No. 21.02) | 10,892.34 | Cubic Metre | 245 ₹26,68,623.3 | 226 ₹24,61,668.84 Lowest |
| 2.00 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 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 upto 1.5m.) By Mechanical Means (Item No. 21.10) | 11,168.61 | Cubic Metre | 300 ₹33,50,583 | 275 ₹30,71,367.75 Lowest |
| 3.00 | 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 upto 1.5m) By Mechanical Means (Item No. 21.14) | 13,459.73 | Cubic Metre | 485 ₹65,27,969.05 | 468 ₹62,99,153.64 Lowest |
| 4.00 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/murum watering, ramming etc. complete.(Lift upto 1.5 m). By Mechanical Means (Item No. 21.20) | 12,940.95 | Cubic Metre | 1,490 ₹1,92,82,015.5 | 1,427 ₹1,84,66,735.65 Lowest |
| 5.00 | ... (Item No. 21.20, 1.50m to 3.00m Lift) | 26,440.8 | Cubic Metre | 1,566 ₹4,14,06,292.8 Lowest | 1,569 ₹4,14,85,615.2 |
| 6.00 | ... (Item No. 21.20, 3.00m to 4.50m Lift) | 1,005.9 | Cubic Metre | 1,642 ₹16,51,687.8 Lowest | 1,713 ₹17,23,106.7 |
| 7.00 | 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) (Item No. 12.23) | 19,165.04 | Hour | 219 ₹41,97,143.76 Lowest | 219 ₹41,97,143.76 Lowest |
| 8.00 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. (Item No. 21.36) | 15,723.3 | Cubic Metre | 141 ₹22,16,985.3 | 131 ₹20,59,752.3 Lowest |
| 9.00 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15cm to 20cm including watering and compaction etc. complete. (Item No. 21.37) | 26,884.75 | Cubic Metre | 1,203 ₹3,23,42,354.25 | 1,150 ₹3,09,17,462.5 Lowest |
| 10.00 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. for 50 Km Lead | 57,839.77 | Cum | 472 ₹2,73,00,371.44 Lowest | 511 ₹2,95,56,122.47 |
Tender Value
₹280.8 Cr
EMD Value
₹1.4 Cr
Closing Date
3 Dec 2025, 6:00 pmClosed
Executive Engineer, P.W. Division Panvel
Executive Engineer, P.W. Division Panvel
Construction of the joint complex building of Ratan Tata Maharashtra State Skills University and the Maharashtra Bhushan Dr. Shri Nanasaheb Dharmadhikari Government Industrial Training Institute, at Panvel, Taluka Panvel, District Raigad
2025_PWR_1245095_1
Notice No. 30 for 2025-26
Open Tender
Civil Works
Item Rate
Panvel
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹1.4 Cr
C.E. Konkan P.W. Region Konkan
7 Jul 2026
13 Nov 2025
5 Dec 2025
13 Nov 2025
3 Dec 2025
13 Nov 2025
18 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. 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 1.5m.) By Mechanical Means (Item No. 21.02) | 10,892.34 | Cubic Metre | - | - |
| 2 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 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 upto 1.5m.) By Mechanical Means (Item No. 21.10) | 11,168.61 | Cubic Metre | - | - |
| 3 | 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 upto 1.5m) By Mechanical Means (Item No. 21.14) | 13,459.73 | Cubic Metre | - | - |
| 4 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/murum watering, ramming etc. complete.(Lift upto 1.5 m). By Mechanical Means (Item No. 21.20) | 12,940.95 | Cubic Metre | - | - |
| 5 | ... (Item No. 21.20, 1.50m to 3.00m Lift) | 26,440.8 | Cubic Metre | - | - |
| 6 | ... (Item No. 21.20, 3.00m to 4.50m Lift) | 1,005.9 | 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 5.0 to 9.0 BHP pump etc. complete.(prior approval of Superintending Engineer will be necessary) (Item No. 12.23) | 19,165.04 | Hour | - | - |
| 8 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. (Item No. 21.36) | 15,723.3 | Cubic Metre | - | - |
| 9 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15cm to 20cm including watering and compaction etc. complete. (Item No. 21.37) | 26,884.75 | Cubic Metre | - | - |
| 10 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. for 50 Km Lead | 57,839.77 | Cum | - | - |
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