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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹4.5 Cr+₹49.1 L (12.4%)Admitted-Finance SHOP NO 10 BMC SHOPPING CENTRE MITHA NAGAR GOREGAON WEST MUMBAI 400 104 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400104 | L2 | Admitted-Finance | |
| 3 | L3₹4.5 Cr+₹52.5 L (13.2%)Admitted-Finance 1101 A WING SACHDEV COMPLEX JANGAL MANGAL RAOD BHANDUP W MUMBAI 400078 | MUMBAI SUBURBAN | MAHARASHTRA | 400078 | L3 | Admitted-Finance | |
| 4 | Rejected-Technical | - | Rejected-Technical NOT Meeting eligibility criteria, firm not submitted any documents i,e. Enlistment letter, Demand draft or any documents to meet the criteria. |
| Sl No | Description | Qty | Unit | sapana enterprises L3 | Shree Ayyappa Engineering L2 | DARSHAN CONSTRUCTION Co. L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc. 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed. | 130 | Cum | 600 ₹78,000 | 550 ₹71,500 | 100 ₹13,000 Lowest |
| 2.00 | Excavating over areas, not exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. | 80 | Cum | 600 ₹48,000 | 580 ₹46,400 | 300 ₹24,000 Lowest |
| 3.00 | -Ditto- as per Item No 2.00 above but depth beyond first 1.5 m and up to 3.0 m and getting out in soft/loose soil complete all as specified and directed. | 8 | Cum | 700 ₹5,600 | 610 ₹4,880 | 450 ₹3,600 Lowest |
| 4.00 | Excavating over areas, not exc 1.5 m deep and getting out in soft/disintegrated rock complete all as specified and directed. | 320 | Cum | 900 ₹2,88,000 | 880 ₹2,81,600 Lowest | 900 ₹2,88,000 |
| 5.00 | Excavating by mechanical means (Hydraulic excavator) in over areas exc. 1.5 m depth including getting out in hard rock lead up to 50 m and lift up to 1.5m complete all as specified and directed. | 80 | Cum | 900 ₹72,000 | 840 ₹67,200 Lowest | 1,050 ₹84,000 |
| 6.00 | M& L for cement concrete Type B1 14:8 Type D2 using 40 mm graded crushed stone aggregate in foundation ,filling and mass concrete complete all as specified an directed. | 58.4 | Cum | 5,700 ₹3,32,880 | 5,600 ₹3,27,040 Lowest | 6,000 ₹3,50,400 |
| 7.00 | M&L for Ready Mix Concrete (design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as in fountation raft, footing, bases for clouumn, basement slab and mass concrete complete all as specified an directed. | 91.12 | Cum | 12,000 ₹10,93,440 | 12,400 ₹11,29,888 | 9,500 ₹8,65,640 Lowest |
| 8.00 | M&L for Ready Mix Concrete(design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as in wall, retaining wall any thickness above footing complete all as specified an directed. | 70 | Cum | 12,500 ₹8,75,000 | 12,700 ₹8,89,000 | 10,500 ₹7,35,000 Lowest |
| 9.00 | M&L for Ready Mix Concrete (design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as in beam, cantilever, lintels etc complete all as specified an directed. | 20 | Cum | 12,900 ₹2,58,000 | 12,950 ₹2,59,000 | 10,500 ₹2,10,000 Lowest |
| 10.00 | M&L for Ready Mix Concrete (design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as slabs, landing, balconies deck slab cantilever slabs/chajja, and the like complete all as specified an directed. | 43 | Cum | 13,100 ₹5,63,300 | 13,200 ₹5,67,600 | 11,000 ₹4,73,000 Lowest |
Tender Value
₹3.6 Cr
EMD Value
₹4.3 L
Closing Date
9 Jun 2026, 6:00 pmClosed
CWE NW MUMBAI
NAVY NAGAR, COLABA, MUMBAI
PROVISION OF EXTERNAL SERVICES FOR MAP-II UNDER GE NW NAVY NAGAR AT MUMBAI
2026_MES_763081_1
8291/CWE(NW)MUMBAI/E8
Open Tender
Civil Works - Others
Item Rate
335 days
GE NW NAVY NAGAR
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
GE NW NAVY NAGAR
₹4.3 L
Yes
8 Jul 2026
1 May 2026
11 Jun 2026
1 May 2026
9 Jun 2026
4 Jun 2026
2 May 2026 - 16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exc. 30 cmm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed. | 130 | Cum | - | - |
| - | Excavating over areas, not exc 1.5 m deep andgetting out in soft/loose soil complete all as specified and directed. | 80 | Cum | - | - |
| - | Ditto as per Item No 2 Above but depth beyond first 1.5 m and up to 3.0 m and getting out in soft/loose soil complete all as specified and directed. | 8 | Cum | - | - |
| - | Excavating over areas, not exc 1.5 m deep andgetting out in soft/disintegrated soil complete all as specified and directed. | 320 | Cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) over areas exc. 1.5 m depth including getting out and disposalof excavated earth lead up to 50 m and lif up to 1.5m complete all as specified and directed. | 80 | Cum | - | - |
| - | M&l for cement concrete Type B1 14:8 Type D2 using 40 mm graded crushed stone aggregate in foundation filling and mass concrete complete all as specified an directed. | 64.88 | Cum | - | - |
| - | M&L for R C C (design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as in fountation raft, footing, bases for clouumn, basement slab and mass concrete complete all as specified an directed. | 125.32 | Cum | - | - |
| - | M&L for R C C (design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as in wall, retaining wall any thickness above footing complete all as specified an directed. | 36 | Cum | - | - |
| - | M&L for R C C (design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as in beam, cantilever, lintels etc complete all as specified an directed. | 20 | Cum | - | - |
| - | M&L for R C C (design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as slabs, landing, balconies deck slab shelves, and the like complete all as specified an directed. | 49 | Cum | - | - |
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