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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAdmitted-Finance HQ CE SC PUNE | PUNE | MAHARASHTRA | 410301 | L1 | Admitted-Finance | |
| 2 | L2₹40.7 L+₹64,947.20 (1.62%)Admitted-Finance SHOP NO 06 FIRST FLOOR OPP CHAMUNDA HOTEL AT BOKHIRA DIST PORBANDAR GUJARAT 360 579 | PORBANDAR | GUJARAT | 360579 | L2 | Admitted-Finance | |
| 3 | L3₹41.3 L+₹1.3 L (3.17%)Admitted-Finance HQ CWE AHMEDABAD | BANAS KANTHA | GUJARAT | 385001 | L3 | Admitted-Finance | |
| 4 | L4₹43.3 L+₹3.3 L (8.18%)Admitted-Finance BYPASS ROAD BESIDE YUG BAJAJ SHOWROOM GARIBICHOK PORBANDAR 360577 | PORBANDAR | GUJARAT | 360577 | L4 | Admitted-Finance | |
| 5 | L5₹44.5 L+₹4.5 L (11.3%)Admitted-Finance PLOT NO P PARASNAGAR NR SBI BANK NARSANG TEKRI PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Unicon Engineering co L4 | OM ENTERPRISE L6 | SHREEJI ENTERPRISE L7 | K B N TRADERS L1 | VIVEK JITENDRABHAI KATAR L2 | SANVI ASSOCIATES L8 | SHREE KEDARNATH ENTERPRISE L9 | Jayesh D Salet L3 | AADESH CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of concrete of any description and any position not othrewise specifically provided as per site requirement as direction . | 11.25 | Cum | 150 ₹1,687.5 | 450 ₹5,062.5 | 200 ₹2,250 | 144 ₹1,620 | 100 ₹1,125 Lowest | 550 ₹6,187.5 | 400 ₹4,500 | 800 ₹9,000 | 500 ₹5,625 |
| 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 | 145 ₹6,35,100 | 136 ₹5,95,680 | 99 ₹4,33,620 Lowest | 177 ₹7,75,260 | 145 ₹6,35,100 | 130 ₹5,69,400 | 120 ₹5,25,600 | 120 ₹5,25,600 | 135 ₹5,91,300 |
| 3.00 | All as per item No.02 above but 6mm to 8mm dia bars | 750 | Kg | 210 ₹1,57,500 | 136 ₹1,02,000 | 99 ₹74,250 Lowest | 123 ₹92,250 | 178 ₹1,33,500 | 130 ₹97,500 | 115 ₹86,250 | 122 ₹91,500 | 135 ₹1,01,250 |
| 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 | 60 ₹11,400 | 410 ₹77,900 | 100 ₹19,000 | 44 ₹8,360 | 25 ₹4,750 Lowest | 400 ₹76,000 | 200 ₹38,000 | 500 ₹95,000 | 400 ₹76,000 |
| 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 | 45 ₹7,650 | 410 ₹69,700 | 90 ₹15,300 | 32 ₹5,440 | 30 ₹5,100 Lowest | 400 ₹68,000 | 210 ₹35,700 | 550 ₹93,500 | 400 ₹68,000 |
| 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 | 210 ₹5,313 | 8,450 ₹2,13,785 | 298 ₹7,539.4 | 198 ₹5,009.4 | 178 ₹4,503.4 Lowest | 8,500 ₹2,15,050 | 8,000 ₹2,02,400 | 9,000 ₹2,27,700 | 8,500 ₹2,15,050 |
| 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 | 210 ₹3,465 | 8,450 ₹1,39,425 | 255 ₹4,207.5 | 142 ₹2,343 Lowest | 145 ₹2,392.5 | 8,500 ₹1,40,250 | 8,000 ₹1,32,000 | 8,800 ₹1,45,200 | 8,500 ₹1,40,250 |
| 8.00 | M&L for porbandar stone masonry work built in cement mortar 1:6 complete all as specifieid. | 40 | Cum | 210 ₹8,400 | 7,200 ₹2,88,000 | 299 ₹11,960 | 179 ₹7,160 Lowest | 198 ₹7,920 | 7,800 ₹3,12,000 | 6,500 ₹2,60,000 | 7,500 ₹3,00,000 | 7,500 ₹3,00,000 |
| 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 | 250 ₹1,00,000 | 420 ₹1,68,000 | 299 ₹1,19,600 | 200 ₹80,000 Lowest | 200 ₹80,000 Lowest | 400 ₹1,60,000 | 490 ₹1,96,000 | 350 ₹1,40,000 | 400 ₹1,60,000 |
| 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 | 320 ₹35,200 | 360 ₹39,600 | 355 ₹39,050 | 241 ₹26,510 | 368 ₹40,480 | 350 ₹38,500 | 450 ₹49,500 | 150 ₹16,500 Lowest | 350 ₹38,500 |
Tender Value
Refer Docs
EMD Value
₹77,500
Closing Date
22 Jul 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_1
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
23 Jul 2026
29 Jun 2026
23 Jul 2026
29 Jun 2026
22 Jul 2026
14 Jul 2026
29 Jun 2026 - 13 Jul 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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