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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 LAccepted-AOC HQ CWE AHMEDABAD | BANAS KANTHA | GUJARAT | 385001 | ₹30.5 L Quoted ₹31.0 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹33.8 L+₹2.8 L (9.02%)Rejected-Finance HQ CWE SUBS MUMBAI | NAGPUR | MAHARASHTRA | 440001 | ₹33.8 L+₹2.8 L (9.02%) | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹34.7 L+₹3.7 L (11.8%)Rejected-Finance | ₹34.7 L+₹3.7 L (11.8%) | L3 | Rejected-Finance Other than lowest bidder |
| 4 | L4₹37.6 L+₹6.6 L (21.4%)Rejected-Finance 3 SHITALNATH FLATE 1 NR KHANPUR JAIN TEMPLE OPP BANK OF INDIA SHAHPUR AHMEDABAD GUJARAT 380001 | AHMADABAD | GUJARAT | 380001 | ₹37.6 L+₹6.6 L (21.4%) | L4 | Rejected-Finance Other than lowest bidder |
| 5 | L5₹37.9 L+₹6.9 L (22.3%)Rejected-Finance BYPASS ROAD BESIDE YUG BAJAJ SHOWROOM GARIBICHOK PORBANDAR 360577 | PORBANDAR | GUJARAT | 360577 | ₹37.9 L+₹6.9 L (22.3%) | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | OM ENTERPRISE L6 | M/S Unicon Engineering co L5 | J J ENTERPRISES L3 | VIVEK JITENDRABHAI KATAR L8 | Jayesh D Salet L1 | AADESH CONSTRUCTION L7 | SHREE KEDARNATH ENTERPRISE L2 | shree chamunda enterprise L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of floor hearth and wall tilling incl mortar beding removing serviceable tiles to store and rubbish off the premises as directed by the Engr-in-Charge | 134 | Sqm | 110 ₹14,740 | 120 ₹16,080 | 100 ₹13,400 Lowest | 750 ₹1,00,500 | 115 ₹15,410 | 100 ₹13,400 Lowest | 110 ₹14,740 | 700 ₹93,800 |
| 2.00 | Demolition of cement concrete reinforced in any position including cut of bars as required, complete all as specified and directed. | 41.99 | Cum | 1,875 ₹78,731.25 | 820 ₹34,431.8 | 1,000 ₹41,990 | 850 ₹35,691.5 | 1,615 ₹67,813.85 | 800 ₹33,592 Lowest | 900 ₹37,791 | 800 ₹33,592 Lowest |
| 3.00 | Demolition of concrete of any description and in any position not otherwise specifically provided for cement concrete (unreinforced) complete including removing debries ouside MD land all as specified and directed. | 12.75 | Cum | 1,875 ₹23,906.25 | 750 ₹9,562.5 | 700 ₹8,925 Lowest | 840 ₹10,710 | 1,640 ₹20,910 | 800 ₹10,200 | 900 ₹11,475 | 800 ₹10,200 |
| 4.00 | Taking down chowkats or frames exc 1.5 sqm and n.exc 4 Sqm each with shutter (without taking off Shutter) | 2 | Each | 410 ₹820 | 450 ₹900 | 1,000 ₹2,000 | 270 ₹540 | 390 ₹780 | 500 ₹1,000 | 550 ₹1,100 | 250 ₹500 Lowest |
| 5.00 | M&L for PCC type D2, 1:4:8 by using 40 mm graded aggregate as in foundations, filling and mass concrete or as in sub base complete all as specified and directed . | 2.7 | Cum | 8,500 ₹22,950 | 6,400 ₹17,280 | 5,500 ₹14,850 | 6,520 ₹17,604 | 2,340 ₹6,318 Lowest | 6,500 ₹17,550 | 7,000 ₹18,900 | 6,500 ₹17,550 |
| 6.00 | M&L for form work to sides of concrete foundations, footings, columns and plinth beams and similar work, complete all as specified and directed . | 21.8 | Sqm | 155 ₹3,379 Lowest | 400 ₹8,720 | 400 ₹8,720 | 678 ₹14,780.4 | 185 ₹4,033 | 450 ₹9,810 | 450 ₹9,810 | 650 ₹14,170 |
| 7.00 | M&L for form work to sides and soffits of suspended slabs such as roof slabs, floor slabs and similar work N exc 200 mm thick (horizontal or sloping) complete all as specified and directed. | 227.94 | Sqm | 243 ₹55,389.42 Lowest | 400 ₹91,176 | 400 ₹91,176 | 420 ₹95,734.8 | 247 ₹56,301.18 | 450 ₹1,02,573 | 500 ₹1,13,970 | 400 ₹91,176 |
| 8.00 | M & L for 50mm thick Cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in plinth protection,Floor topping etc , surfaces finished of concrete flooring with brooming complete all as spd u including provision of necessary construction joints filled with bitumen filler etc complete all as directed by Engr-in-Charge | 134 | Sqm | 650 ₹87,100 | 450 ₹60,300 | 500 ₹67,000 | 370 ₹49,580 | 570 ₹76,380 | 500 ₹67,000 | 470 ₹62,980 | 350 ₹46,900 Lowest |
| 9.00 | S&F Mild steel CRS TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed . | 9,086.52 | Kg | 100 ₹9,08,652 | 120 ₹10,90,382.4 | 110 ₹9,99,517.2 | 80 ₹7,26,921.6 | 72 ₹6,54,229.44 | 135 ₹12,26,680.2 | 115 ₹10,44,949.8 | 50 ₹4,54,326 Lowest |
| 10.00 | S&F Mild steel CRS TMT bars 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed . | 3,673.45 | Kg | 105 ₹3,85,712.25 | 120 ₹4,40,814 | 115 ₹4,22,446.75 | 90 ₹3,30,610.5 | 85 ₹3,12,243.25 | 135 ₹4,95,915.75 | 100 ₹3,67,345 | 70 ₹2,57,141.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹61,100
Closing Date
8 Jul 2026, 6:00 pmClosed
GE NAVY PORBANDAR
GE Navy Porbandar Tija Mile Porbandar
SPECIAL REPAIRS TO TWO CLASSROOMS OF NKG SCHOOL AT NAVAL BASE PORBANDAR UNDER GE NAVY PORBANDAR
2026_MES_773325_1
9382/PBR/E8
Open Tender
Civil Works
Item Rate
180 days
GE NAVY PORBANDAR
Please refer Tender Documents
7 documents required · 7 mandatory
₹500
GE NAVY PORBANDAR
₹61,100
Yes
8 Sept 2026
18 Jun 2026
9 Jul 2026
18 Jun 2026
8 Jul 2026
2 Jul 2026
18 Jun 2026 - 1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of floor hearth and wall tilling incl mortar beding removing serviceable tiles to store and rubbish off the premises as directed by the Engr-in-Charge | 134 | Sqm | - | - |
| 2 | Demolition of cement concrete reinforced in any position including cut of bars as required, complete all as specified and directed. | 41.99 | Cum | - | - |
| 3 | Demolition of concrete of any description and in any position not otherwise specifically provided for cement concrete (unreinforced) complete including removing debries ouside MD land all as specified and directed. | 12.75 | Cum | - | - |
| 4 | Taking down chowkats or frames exc 1.5 sqm and n.exc 4 Sqm each with shutter (without taking off Shutter) | 2 | Each | - | - |
| 5 | M&L for PCC type D2, 1:4:8 by using 40 mm graded aggregate as in foundations, filling and mass concrete or as in sub base complete all as specified and directed . | 2.7 | Cum | - | - |
| 6 | M&L for form work to sides of concrete foundations, footings, columns and plinth beams and similar work, complete all as specified and directed . | 21.8 | Sqm | - | - |
| 7 | M&L for form work to sides and soffits of suspended slabs such as roof slabs, floor slabs and similar work N exc 200 mm thick (horizontal or sloping) complete all as specified and directed. | 227.94 | Sqm | - | - |
| 8 | M & L for 50mm thick Cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in plinth protection,Floor topping etc , surfaces finished of concrete flooring with brooming complete all as spd u including provision of necessary construction joints filled with bitumen filler etc complete all as directed by Engr-in-Charge | 134 | Sqm | - | - |
| 9 | S&F Mild steel CRS TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed . | 9,086.52 | Kg | - | - |
| 10 | S&F Mild steel CRS TMT bars 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed . | 3,673.45 | Kg | - | - |
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