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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAccepted-AOC PLOT NO P PARASNAGAR NR SBI BANK NARSANG TEKRI PORBANDAR 360 575 | PORBANDAR | GUJARAT | 360575 | ₹35.5 L Quoted ₹35.7 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹37.0 L+₹1.3 L (3.71%)Rejected-Finance 3 SHITALNATH FLATE 1 NR KHANPUR JAIN TEMPLE OPP BANK OF INDIA SHAHPUR AHMEDABAD GUJARAT 380001 | AHMADABAD | GUJARAT | 380001 | ₹37.0 L+₹1.3 L (3.71%) | L2 | Rejected-Finance Other than Lowest Bidder |
| 3 | L3₹37.2 L+₹1.5 L (4.21%)Rejected-Finance HQ CWE AHMEDABAD | BANAS KANTHA | GUJARAT | 385001 | ₹37.2 L+₹1.5 L (4.21%) | L3 | Rejected-Finance Other than Lowest Bidder |
| 4 | L4₹38.1 L+₹2.4 L (6.78%)Rejected-Finance HQ CWE SUBS MUMBAI | NAGPUR | MAHARASHTRA | 440001 | ₹38.1 L+₹2.4 L (6.78%) | L4 | Rejected-Finance Other than Lowest Bidder |
| 5 | L5₹38.1 L+₹2.4 L (6.80%)Rejected-Finance | ₹38.1 L+₹2.4 L (6.80%) | L5 | Rejected-Finance Other than Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S Unicon Engineering co L8 | OM ENTERPRISE L6 | SHREEJI ENTERPRISE L9 | shree chamunda enterprise L2 | SHREE KEDARNATH ENTERPRISE L4 | VIVEK JITENDRABHAI KATAR L7 | Jayesh D Salet L3 | SANVI ASSOCIATES L5 | AADESH CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells etc getting out in soft/disintegrated rocks complete all as specified and directed by Engineer-in-Charge. | 24.3 | Cum | 1,020 ₹24,786 | 556 ₹13,510.8 | 1,099 ₹26,705.7 | 1,000 ₹24,300 | 1,400 ₹34,020 | 1,035 ₹25,150.5 | 389 ₹9,452.7 Lowest | 555 ₹13,486.5 | 550 ₹13,365 |
| 2.00 | Returning,filling in,including spreading,levelling,watering and well ramming in layers not exc 25cm in Soft/disintegrated rock. | 4.5 | Cum | 210 ₹945 | 333 ₹1,498.5 | 300 ₹1,350 | 200 ₹900 Lowest | 285 ₹1,282.5 | 220 ₹990 | 265 ₹1,192.5 | 300 ₹1,350 | 300 ₹1,350 |
| 3.00 | Removing excavated material rock exc 1.50 km but n exc 5km and depositing where directed. | 19.8 | Cum | 150 ₹2,970 Lowest | 340 ₹6,732 | 345 ₹6,831 | 200 ₹3,960 | 1,000 ₹19,800 | 245 ₹4,851 | 852 ₹16,869.6 | 320 ₹6,336 | 350 ₹6,930 |
| 4.00 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled & rammed including watering complete all as specified. | 77.76 | Cum | 320 ₹24,883.2 | 1,555 ₹1,20,916.8 | 500 ₹38,880 | 800 ₹62,208 | 742 ₹57,697.92 | 300 ₹23,328 Lowest | 775 ₹60,264 | 1,550 ₹1,20,528 | 1,500 ₹1,16,640 |
| 5.00 | M&L for Hardcore of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface complte all as specified and as directed., | 17.28 | Cum | 3,620 ₹62,553.6 | 2,222 ₹38,396.16 | 4,000 ₹69,120 | 3,500 ₹60,480 | 995 ₹17,193.6 Lowest | 3,800 ₹65,664 | 1,126 ₹19,457.28 | 2,220 ₹38,361.6 | 2,200 ₹38,016 |
| 6.00 | M&L for 75mm thick PCC type D-2, (1:4:8) using 40mm graded stone aggregate in floors, sub floors complte all as specified and as directed., | 130 | Sqm | 1,020 ₹1,32,600 | 566 ₹73,580 | 1,000 ₹1,30,000 | 700 ₹91,000 | 376 ₹48,880 Lowest | 910 ₹1,18,300 | 590 ₹76,700 | 565 ₹73,450 | 550 ₹71,500 |
| 7.00 | M&L for Pre-Cast cement concrete block masonry, Type C1 ( 1:3:6 ), ( 20mm graded aggregate ) with solid blocks, Exc. 10 cm in Width and setting in CM ( 1:6 ), complete all as specified & directed by Engr-in-charge. | 60 | Cum | 10,230 ₹6,13,800 | 8,100 ₹4,86,000 | 10,200 ₹6,12,000 | 9,900 ₹5,94,000 | 13,500 ₹8,10,000 | 10,100 ₹6,06,000 | 8,890 ₹5,33,400 | 8,000 ₹4,80,000 | 7,700 ₹4,62,000 Lowest |
| 8.00 | M&L for rendering 10mm thick on stone masonry surfaces or surface other than fair face of brickwork in CM (1:6) to be finished even and smooth (without using extra cement) complete all as specified and directed. | 320 | Sqm | 850 ₹2,72,000 | 388 ₹1,24,160 | 900 ₹2,88,000 | 570 ₹1,82,400 | 368 ₹1,17,760 | 799 ₹2,55,680 | 355 ₹1,13,600 Lowest | 385 ₹1,23,200 | 380 ₹1,21,600 |
| 9.00 | M&L for rendering 15mm thick on stone masonry surfaces or surface other than fair face of brickwork in CM (1:4) to be finished even and smooth (without using extra cement) complete all as specified and directed. | 136.96 | Sqm | 850 ₹1,16,416 | 415 ₹56,838.4 | 800 ₹1,09,568 | 530 ₹72,588.8 | 644 ₹88,202.24 | 699 ₹95,735.04 | 421 ₹57,660.16 | 410 ₹56,153.6 | 400 ₹54,784 Lowest |
| 10.00 | M&L for preparation of new plastered surface and applying two coat of acrylic external emulsion paint over a coat of primer complete as specified and directed. | 136.96 | Sqm | 225 ₹30,816 | 156 ₹21,365.76 | 385 ₹52,729.6 | 140 ₹19,174.4 | 90 ₹12,326.4 Lowest | 222 ₹30,405.12 | 343 ₹46,977.28 | 150 ₹20,544 | 145 ₹19,859.2 |
Tender Value
Refer Docs
EMD Value
₹71,420
Closing Date
14 Jul 2026, 6:00 pmClosed
GE NAVY PORBANDAR
GE Navy Porbandar Tija Mile Porbandar
ADDITION AND ALTERATION OF INLIVING BLOCK BUILDING (P-51) FOR STUDY ROOM AT NAE AND PROVISION OF UNINTERRUPTED POWER SUPPLY AT INAS 314 HANGER(SPECIAL WORK) UNDER GE NAVY PORBANDAR
2026_MES_774140_1
9381/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
₹71,420
Yes
8 Sept 2026
23 Jun 2026
15 Jul 2026
23 Jun 2026
14 Jul 2026
8 Jul 2026
23 Jun 2026 - 7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells etc getting out in soft/disintegrated rocks complete all as specified and directed by Engineer-in-Charge. | 24.3 | Cum | - | - |
| 2 | Returning,filling in,including spreading,levelling,watering and well ramming in layers not exc 25cm in Soft/disintegrated rock. | 4.5 | Cum | - | - |
| 3 | Removing excavated material rock exc 1.50 km but n exc 5km and depositing where directed. | 19.8 | Cum | - | - |
| 4 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled & rammed including watering complete all as specified. | 77.76 | Cum | - | - |
| 5 | M&L for Hardcore of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface complte all as specified and as directed., | 17.28 | Cum | - | - |
| 6 | M&L for 75mm thick PCC type D-2, (1:4:8) using 40mm graded stone aggregate in floors, sub floors complte all as specified and as directed., | 130 | Sqm | - | - |
| 7 | M&L for Pre-Cast cement concrete block masonry, Type C1 ( 1:3:6 ), ( 20mm graded aggregate ) with solid blocks, Exc. 10 cm in Width and setting in CM ( 1:6 ), complete all as specified & directed by Engr-in-charge. | 60 | Cum | - | - |
| 8 | M&L for rendering 10mm thick on stone masonry surfaces or surface other than fair face of brickwork in CM (1:6) to be finished even and smooth (without using extra cement) complete all as specified and directed. | 320 | Sqm | - | - |
| 9 | M&L for rendering 15mm thick on stone masonry surfaces or surface other than fair face of brickwork in CM (1:4) to be finished even and smooth (without using extra cement) complete all as specified and directed. | 136.96 | Sqm | - | - |
| 10 | M&L for preparation of new plastered surface and applying two coat of acrylic external emulsion paint over a coat of primer complete as specified and directed. | 136.96 | Sqm | - | - |
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