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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹41.8 L+₹10.8 L (35.0%)Admitted-Finance NOT AVAILABLE | L2 | Admitted-Finance | |
| 3 | L3₹45.7 L+₹14.7 L (47.5%)Admitted-Finance 47 HUSENI LAKDA BAZAAR 242 BELLAIS ROAD MUMBAI 08 | MUMBAI | MUMBAI | MAHARASHTRA | 400008 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Unity Enterprises L3 | SHREE JAGDISH FURNITURE CO. L2 | shone infra private limited L1 |
|---|---|---|---|---|---|---|
| 1.00Note: (i) Necessary precaution and sign board to be placed around the building before commencement of work. (ii) Debries removed outside Mod Land. | ||||||
| 2.00 | Submission of detailed architectural & structural drawing (plan,section,elevation) of under ground water tank of capacity 75000 Ltr with inflow & outflow openings. outflow opening to be provided with 1m X 1m sluice gate at desired level towards sea, inflow opening to be 900mm to 1200mm size all as recomended by GE. | 1 | Each Job | 1,25,000 ₹1,25,000 | 88,888 ₹88,888 | 22,500 ₹22,500 Lowest |
| 3.00 | Excavation over areas not exceeding 1.5 m deep and getting out in soft/disintegrated including removing excavated materials out site MOD land all as specified and directed. | 84.26 | Cum | 1,000 ₹84,260 | 525 ₹44,236.5 | 487 ₹41,034.62 Lowest |
| 4.00 | Excavation over areas additional 1.5 m or part thereof in depth beyond the first 1.5m and getting out in soft/disintegrated including removing excavated materials out site MOD land all as specified and directed. | 101.12 | Cum | 1,000 ₹1,01,120 | 575 ₹58,144 Lowest | 638 ₹64,514.56 |
| 5.00 | M&L Hardcore of guage n. exc 63mm, of broken stone or boulders deposited, spread and levelled in layers n.exc15cm thick, watered and rammed to a true surface but except material all as specified and directed. | 8 | Cum | 2,000 ₹16,000 | 1,400 ₹11,200 Lowest | 1,500 ₹12,000 |
| 6.00 | M & L for ready mix PCC 1:2:4, type B2 (using 40mm graded stone agg) 200 mm thick as in foundation,sub base etc complete all as specified and directed. | 62 | Sqm | 450 ₹27,900 Lowest | 888 ₹55,056 | 5,250 ₹3,25,500 |
| 7.00 | Use and Waste of form work to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plitnh beams; and similar work as in rough finished surfaces complete all as specified and directed | 66 | Sqm | 700 ₹46,200 | 475 ₹31,350 | 300 ₹19,800 Lowest |
| 8.00 | Use and Waste of form work to sides of pillars, posts, struts, stiers, piers, columns and stanchions complete all as specified and directed | 101.12 | Sqm | 600 ₹60,672 | 525 ₹53,088 | 450 ₹45,504 Lowest |
| 9.00 | Use and Waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves etc in rough finished surface complete all as specified and as directed | 151.12 | Sqm | 600 ₹90,672 | 575 ₹86,894 | 487 ₹73,595.44 Lowest |
| 10.00 | M&L for RCC M-30 design mix using 20mm graded stone aggregate for foundations, including rafts, footings, foundation beams, plinth beams; bases for columns etc basement slabs, under reamed piles and mass concrete complete all as specified and as directed | 17.1 | Cum | 6,500 ₹1,11,150 | 7,777 ₹1,32,986.7 | 5,625 ₹96,187.5 Lowest |
Tender Value
₹41.3 L
EMD Value
₹82,672
Closing Date
22 Jun 2026, 6:00 pmClosed
GE (NW) NOFRA
Dr Homi Bhabha Road, Navy Nagar, Colaba, Mumbai
PROVISION OF CHECK LOCK FOR DEFLOODING AT VARIOUS LOCATION AT NOFRA UNDER GE (NW) NOFRA
2026_MES_768152_1
8545/E8 GE (NW) NOFRA
Open Tender
Civil Works
Item Rate
365 days
Mumbai
Please refer tender documents
8 documents required · 8 mandatory
₹500
GE (NW) NOFRA
₹82,672
Yes
25 Jun 2026
27 May 2026
24 Jun 2026
27 May 2026
22 Jun 2026
10 Jun 2026
27 May 2026 - 3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Submission of detailed architectural & structural drawing (plan,section,elevation) of under ground water tank of capacity 75000 Ltr with inflow & outflow openings. outflow opening to be provided with 1m X 1m sluice gate at desired level towards sea, inflow opening to be 900mm to 1200mm size all as recomended by GE. | 1 | Each Job | - | - |
| 3 | Excavation over areas not exceeding 1.5 m deep and getting out in soft/disintegrated including removing excavated materials out site MOD land all as specified and directed. | 84.26 | Cum | - | - |
| 4 | Excavation over areas additional 1.5 m or part thereof in depth beyond the first 1.5m and getting out in soft/disintegrated including removing excavated materials out site MOD land all as specified and directed. | 101.12 | Cum | - | - |
| 5 | M&L Hardcore of guage n. exc 63mm, of broken stone or boulders deposited, spread and levelled in layers n.exc15cm thick, watered and rammed to a true surface but except material all as specified and directed. | 8 | Cum | - | - |
| 6 | M & L for ready mix PCC 1:2:4, type B2 (using 40mm graded stone agg) 200 mm thick as in foundation,sub base etc complete all as specified and directed. | 62 | Sqm | - | - |
| 7 | Use and Waste of form work to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plitnh beams; and similar work as in rough finished surfaces complete all as specified and directed | 66 | Sqm | - | - |
| 8 | Use and Waste of form work to sides of pillars, posts, struts, stiers, piers, columns and stanchions complete all as specified and directed | 101.12 | Sqm | - | - |
| 9 | Use and Waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves etc in rough finished surface complete all as specified and as directed | 151.12 | Sqm | - | - |
| 10 | M&L for RCC M-30 design mix using 20mm graded stone aggregate for foundations, including rafts, footings, foundation beams, plinth beams; bases for columns etc basement slabs, under reamed piles and mass concrete complete all as specified and as directed | 17.1 | Cum | - | - |
| 11 | M&L for RCC M-30 design mix (using 20mm graded stone aggregate)of as in columns, pillars, posts & struts complete all as specified and directed | 10.08 | Cum | - | - |
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