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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.5 CrAccepted-AOC FOURTH FLOOR FLAT NO B 405 NEW INDIA CHAMBERS AMBEDKAR NAGAR ROAD NO 08 MIDC ANDHERI EAST MUMBAI 400093 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400093 | ₹40.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹41.6 Cr+₹1.1 Cr (2.83%)Rejected-Finance | ₹41.6 Cr+₹1.1 Cr (2.83%) | L2 | Rejected-Finance L2 |
| 3 | L3₹41.8 Cr+₹1.3 Cr (3.22%)Rejected-Finance | ₹41.8 Cr+₹1.3 Cr (3.22%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Hiravati Enterprises L1 | METCONS INFRASTRUCTURE L3 | A.P.I. CIVILCON PRIVATE LIMITED 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 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 0.00 to 1.50 m.) By Manual Means | 4,621.73 | Cu.m | 250 ₹11,55,432.5 Lowest | 259 ₹11,97,028.07 | 258 ₹11,92,406.34 |
| 2.00 | 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 from 1.5m To 3.0 m.) By Mechanical Means | 1,718.02 | Cu.m | 549 ₹9,43,192.98 Lowest | 568 ₹9,75,835.36 | 566 ₹9,72,399.32 |
| 3.00 | 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 (Upto 3m depth) | 1,385.02 | Cu.m | 327 ₹4,52,901.54 Lowest | 338 ₹4,68,136.76 | 337 ₹4,66,751.74 |
| 4.00 | 20% Extra for 3m depth to 4.50 | 2,739.05 | Cu.m | 392 ₹10,73,707.6 Lowest | 406 ₹11,12,054.3 | 404 ₹11,06,576.2 |
| 5.00 | 30% Extra for 4.50m depth to 6.00 | 2,646.29 | Cu.m | 425 ₹11,24,673.25 Lowest | 439 ₹11,61,721.31 | 438 ₹11,59,075.02 |
| 6.00 | Excavation over areas for basements, roads, land/plot developement in soft/ disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, stone masonry and all types of brick/ block masonry below ground level, rock boulders, etc. for all depths/lifts including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mmthickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such
as cables, drains, pipes, water mains etc.
2) It also includes the royalty and other taxes if any.(Extra over above item CS-EW-1,15 &16 for lift from 6.0m to 7.5) | 2,671.6 | Cu.m | 759 ₹20,27,744.4 Lowest | 784 ₹20,94,534.4 | 781 ₹20,86,519.6 |
| 7.00 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. | 3,510.02 | Cu.m | 125 ₹4,38,752.25 Lowest | 130 ₹4,56,302.34 | 130 ₹4,56,302.34 |
| 8.00 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | 390 | Cu.m | 628 ₹2,44,921.26 Lowest | 649 ₹2,53,111.3 | 646 ₹2,51,941.29 |
| 9.00 | Conveying materials obtained from cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | 7,485.46 | Cu.m | 204 ₹15,27,033.84 Lowest | 212 ₹15,86,917.52 | 211 ₹15,79,432.06 |
| 10.00 | Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. | 254.63 | Cu.m | 1,522 ₹3,87,546.86 Lowest | 1,571 ₹4,00,023.73 | 1,565 ₹3,98,495.95 |
Tender Value
₹40.6 Cr
EMD Value
₹20.3 L
Closing Date
21 Aug 2025, 4:00 pmClosed
Executive Engineer
PWD, Naupada Kopri Ward Committee.
Construction of Sports Complex and Swimming Pool at Manisha Nagar in Kalwa Ward Committee in TMC limit Under the Kalyan Parliamentary Constituency 24.
2025_TMC_1208322_1
TMC/PRO/PWD/HQ/494/2025-26
Open Tender
Civil Works
Item Rate
730 days
PWD, Kalwa Ward Committee.
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹20.3 L
Ho. City Engineer
20 Sept 2026
7 Aug 2025
25 Aug 2025
7 Aug 2025
21 Aug 2025
7 Aug 2025
13 Aug 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 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 0.00 to 1.50 m.) By Manual Means | 4,621.73 | Cu.m | - | - |
| 2 | 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 | 1,718.02 | Cu.m | - | - |
| 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 (Upto 3m depth) | 1,385.02 | Cu.m | - | - |
| 4 | 20% Extra for 3m depth to 4.50 | 2,739.05 | Cu.m | - | - |
| - | 30% Extra for 4.50m depth to 6.00 | 2,646.29 | Cu.m | - | - |
| - | Excavation over areas for basements, roads, land/plot developement in soft/ disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, stone masonry and all types of brick/ block masonry below ground level, rock boulders, etc. for all depths/lifts including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mmthickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such
as cables, drains, pipes, water mains etc.
2) It also includes the royalty and other taxes if any.(Extra over above item CS-EW-1,15 &16 for lift from 6.0m to 7.5) | 2,671.6 | Cu.m | - | - |
| - | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. | 3,510.02 | Cu.m | - | - |
| - | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | 390 | Cu.m | - | - |
| - | Conveying materials obtained from cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | 7,485.46 | Cu.m | - | - |
| - | Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. | 254.63 | Cu.m | - | - |
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