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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹82.2 CrAccepted-AOC RAM PLAZA NAVASHAKTI CHOWK BHABANAGAR NASHIK 422011 | NASHIK | NASHIK | MAHARASHTRA | 422011 | ₹82.2 Cr Quoted ₹83.3 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹87.1 Cr+₹3.9 Cr (4.66%)Rejected-Finance | ₹87.1 Cr+₹3.9 Cr (4.66%) | 2 | Rejected-Finance Rejected |
| 3 | Not Admitted-Fee/PreQual/Technical 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SHANTI CONSTRUCTION (GUJ) PVT. LTD. L2 | Pawar Patkar Constructions Pvt.Ltd. L1 |
|---|---|---|---|---|---|
| 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 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 | 4,521.84 | Per One Cubic Metre | 246.24 ₹11,13,457.88 Lowest | 249 ₹11,25,938.16 |
| 2.00 | 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 | 3,014.56 | Per One Cubic Metre | 370.5 ₹11,16,894.48 Lowest | 376 ₹11,33,474.56 |
| 3.00 | 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 | 4,521.84 | Per One Cubic Metre | 444.6 ₹20,10,410.06 Lowest | 451 ₹20,39,349.84 |
| 4.00 | 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 | 1,507.28 | Per One Cubic Metre | 745.56 ₹11,23,767.68 | 728 ₹10,97,299.84 Lowest |
| 5.00 | 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 | 7,243.53 | Per One Cubic Metre | 1,859.34 ₹1,34,68,185.07 | 1,816 ₹1,31,54,250.48 Lowest |
| 6.00 | Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum, watering, ramming, etc. complete. (Lift upto 1.5m) By Mechanical Means | 47.8 | Per One Cubic Metre | 1,339.5 ₹64,028.1 | 1,309 ₹62,570.2 Lowest |
| 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 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 6,480 | Hours | 213.18 ₹13,81,406.4 Lowest | 218 ₹14,12,640 |
| 8.00 | 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) | 4,320 | Hours | 238.26 ₹10,29,283.2 Lowest | 243 ₹10,49,760 |
| 9.00 | 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. | 722.25 | Per One Cubic Metre | 142.5 ₹1,02,920.63 | 140 ₹1,01,115 Lowest |
| 10.00 | Removing from the site of the work the unusefull excaveted stuff, debris which is not usefull for filling on the site at a peripherial distance of 5 km from the site of work including loading, unloading, transporting by the vehical etc, complete with all lift and lead as directed bt the Engineer in Charge SHORE PILES / ROCK ANCHOR WORK Designing, providing and installing inclined rock anchor at level (as specified in drawing) of anchor capacity of 45 Ton including the fixed length of 4.5 meter and free length of 2.5 meter | 616 | Per One Running Metre | 5,771.82 ₹35,55,441.12 Lowest | 5,873 ₹36,17,768 |
Tender Value
₹79.2 Cr
EMD Value
₹40 L
Closing Date
19 Feb 2024, 6:00 pmClosed
E.E. P.W. Division Panvel
E.E. P.W. Division Panvel
Construction of Divisional Office Building, Hostel and Study Centre for SARATHI Pune at KhargharNavi Mumbai Dist. Raigad.
2024_PWR_996919_1
PD/AB/TC e-Ten Notice No. 170 for 2023-2024
Open Tender
Civil Works
Item Rate
Panvel
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹40 L
C.E. Konkan P.W. Region Konkan
30 Jul 2026
5 Feb 2024
21 Feb 2024
5 Feb 2024
19 Feb 2024
5 Feb 2024
13 Feb 2024
| 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 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 | 4,521.84 | 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 | 3,014.56 | Per One Cubic Metre | - | - |
| 3 | 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 | 4,521.84 | 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 1.5 m to 3.0 m.) By Mechanical Means | 1,507.28 | Per One Cubic Metre | - | - |
| 5 | 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 | 7,243.53 | Per One Cubic Metre | - | - |
| 6 | Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum, watering, ramming, etc. complete. (Lift upto 1.5m) By Mechanical Means | 47.8 | 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) | 6,480 | 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) | 4,320 | 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. | 722.25 | Per One Cubic Metre | - | - |
| 10 | Removing from the site of the work the unusefull excaveted stuff, debris which is not usefull for filling on the site at a peripherial distance of 5 km from the site of work including loading, unloading, transporting by the vehical etc, complete with all lift and lead as directed bt the Engineer in Charge SHORE PILES / ROCK ANCHOR WORK Designing, providing and installing inclined rock anchor at level (as specified in drawing) of anchor capacity of 45 Ton including the fixed length of 4.5 meter and free length of 2.5 meter | 616 | Per One Running Metre | - | - |
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