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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.8 LAccepted-AOC HQ CWE AHMEDABAD | BANAS KANTHA | GUJARAT | 385001 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹40.2 L+₹1.3 L (3.29%)Rejected-Finance PLOT NO 3 DIVINE SCHOOL ROAD NEAR BJP KARYALAY PORBANDAR KHAMBHALIYA HIGHWAY BOKHIRA PORBANDAR 360 579 | PORBANDAR | GUJARAT | 360579 | L2 | Rejected-Finance Other than Lowest Bidder | |
| 3 | L3₹41.6 L+₹2.8 L (7.08%)Rejected-Finance HQ CWE AHMEDABAD | GANDHINAGAR | GUJARAT | 382006 | L3 | Rejected-Finance Other than Lowest Bidder | |
| 4 | L4₹45.2 L+₹6.3 L (16.3%)Rejected-Finance HQ CE SC PUNE | PUNE | MAHARASHTRA | 410301 | L4 | Rejected-Finance Other than Lowest Bidder | |
| 5 | L5₹49.8 L+₹10.9 L (27.9%)Rejected-Finance HQ CWE SUBS MUMBAI | NAGPUR | MAHARASHTRA | 440001 | L5 | Rejected-Finance Other than Lowest Bidder |
| Sl No | Description | Qty | Unit | roxy enterprise L3 | K B N TRADERS L4 | m/s prakash enterprise L2 | SHREE KEDARNATH ENTERPRISE L5 | Jayesh D Salet L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of concrete of any description and any position not othrewise specifically provided as per site requirement as direction . | 11.25 | Cum | 1,200 ₹13,500 | 49 ₹551.25 Lowest | 1,281 ₹14,411.25 | 1,200 ₹13,500 | 800 ₹9,000 |
| 2.00 | M&L for CRS TMT bars 10mm dia and over cut to length, bent to shape required, incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.9mm dia or securing with clips | 4,380 | Kg | 130 ₹5,69,400 | 155 ₹6,78,900 | 77 ₹3,37,260 | 70 ₹3,06,600 Lowest | 120 ₹5,25,600 |
| 3.00 | All as per item No.02 above but 6mm to 8mm dia bars | 750 | Kg | 148 ₹1,11,000 | 154 ₹1,15,500 | 82 ₹61,500 | 81 ₹60,750 Lowest | 122 ₹91,500 |
| 4.00 | M&L for formwork to column & beams &edge of concrete flates break in floors of landings and similar work with fair finished surfaces and complete | 190 | Sqm | 450 ₹85,500 Lowest | 455 ₹86,450 | 727 ₹1,38,130 | 2,000 ₹3,80,000 | 500 ₹95,000 |
| 5.00 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exc 200mm thick with fair finished surfaces | 170 | Sqm | 450 ₹76,500 Lowest | 455 ₹77,350 | 698 ₹1,18,660 | 2,000 ₹3,40,000 | 550 ₹93,500 |
| 6.00 | M&L for RCC M30 design mix for column , pillars , basement walls, ballast walls and the like any thickness above top of footings: including attached pilasters and buttresses | 25.3 | Cum | 8,800 ₹2,22,640 | 8,123 ₹2,05,511.9 | 7,689 ₹1,94,531.7 Lowest | 8,000 ₹2,02,400 | 8,675 ₹2,19,477.5 |
| 7.00 | M&L RCC M-30 design mix for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies deck slabs and in shelves and the like | 16.5 | Cum | 8,800 ₹1,45,200 | 512 ₹8,448 Lowest | 8,116 ₹1,33,914 | 8,000 ₹1,32,000 | 8,700 ₹1,43,550 |
| 8.00 | M&L for porbandar stone masonry work built in cement mortar 1:6 complete all as specifieid. | 40 | Cum | 7,200 ₹2,88,000 | 6,985 ₹2,79,400 | 4,272 ₹1,70,880 Lowest | 6,000 ₹2,40,000 | 7,150 ₹2,86,000 |
| 9.00 | M & L for rendering 15 (10+5)mm thick C:M 1:4 on stone masonry surfaces finished even & smooth without using extra cement | 400 | Sqm | 350 ₹1,40,000 Lowest | 455 ₹1,82,000 | 385 ₹1,54,000 | 900 ₹3,60,000 | 350 ₹1,40,000 Lowest |
| 10.00 | M & L for ceiling rendering 5mm thick C:M 1:6 on concrete surfaces finished even & smooth without using extra cement | 110 | Sqm | 280 ₹30,800 | 399 ₹43,890 | 256 ₹28,160 | 900 ₹99,000 | 150 ₹16,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹77,500
Closing Date
4 Sept 2026, 6:00 pmClosed
GE NAVY PORBANDAR
GE Navy Porbandar Tija Mile Porbandar
ADDITION AND ALTERATION TO 03 WATCH TOWERS AT NAVAL AIR ENCLAVE PORBANDAR UNDER GE NAVY PORBANDAR
2026_MES_775203_2
9391/PBR/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
GE NAVY PORBANDAR
Please refer Tender Documents
7 documents required · 7 mandatory
₹500
GE NAVY PORBANDAR
₹77,500
Yes
11 Sept 2026
14 Aug 2026
5 Sept 2026
14 Aug 2026
4 Sept 2026
22 Aug 2026
14 Aug 2026 - 21 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of concrete of any description and any position not othrewise specifically provided as per site requirement as direction . | 11.25 | Cum | - | - |
| 2 | M&L for CRS TMT bars 10mm dia and over cut to length, bent to shape required, incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.9mm dia or securing with clips | 4,380 | Kg | - | - |
| 3 | All as per item No.02 above but 6mm to 8mm dia bars | 750 | Kg | - | - |
| 4 | M&L for formwork to column & beams &edge of concrete flates break in floors of landings and similar work with fair finished surfaces and complete | 190 | Sqm | - | - |
| 5 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exc 200mm thick with fair finished surfaces | 170 | Sqm | - | - |
| 6 | M&L for RCC M30 design mix for column , pillars , basement walls, ballast walls and the like any thickness above top of footings: including attached pilasters and buttresses | 25.3 | Cum | - | - |
| 7 | M&L RCC M-30 design mix for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies deck slabs and in shelves and the like | 16.5 | Cum | - | - |
| 8 | M&L for porbandar stone masonry work built in cement mortar 1:6 complete all as specifieid. | 40 | Cum | - | - |
| 9 | M & L for rendering 15 (10+5)mm thick C:M 1:4 on stone masonry surfaces finished even & smooth without using extra cement | 400 | Sqm | - | - |
| 10 | M & L for ceiling rendering 5mm thick C:M 1:6 on concrete surfaces finished even & smooth without using extra cement | 110 | Sqm | - | - |
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