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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.0 LAccepted-Finance A WARD PLOT NO 96 2 T P SCHEME NO 2 SIDDHI APARTMENTS DUDHALI KOLHAPUR 416 012 MAHARASHTRA | KOLHAPUR | MAHARASHTRA | 416012 | ₹39.0 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹39.8 L+₹82,994 (2.13%)Rejected-Finance | ₹39.8 L+₹82,994 (2.13%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹40.8 L+₹1.8 L (4.60%)Rejected-Finance | ₹40.8 L+₹1.8 L (4.60%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹41.9 L+₹3.0 L (7.59%)Rejected-Finance | ₹41.9 L+₹3.0 L (7.59%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹41.9 L+₹3.0 L (7.59%)Rejected-Finance SHREE RAM COMPLEX GROUND FLOOR NH 17 KODIBAG KARWAR 581303 | KARWAR | UTTARA KANNADA | KARNATAKA | 581303 | ₹41.9 L+₹3.0 L (7.59%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | KVL CONSTRUCTION L3 | K.G.SHANKER L2 | ABDUL RAHIM L7 | Gayatri enterprises L6 | Ramshree Global Constructions Pvt. Ltd L5 | Ideal Infrastructure and Consultants L1 | H S KRISHNA ELECTRICALS L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep, and getting out in hard/dense soil. | 400 | Sqm | 20 ₹8,000 Lowest | 75 ₹30,000 | 60 ₹24,000 | 80 ₹32,000 | 100 ₹40,000 | 80 ₹32,000 | 100 ₹40,000 |
| 2.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep, and getting out in hard/dense soil. | 11 | Cum | 350 ₹3,850 | 300 ₹3,300 Lowest | 600 ₹6,600 | 550 ₹6,050 | 721 ₹7,931 | 650 ₹7,150 | 725 ₹7,975 |
| 3.00 | Removal of surplus soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point. | 359.75 | Cum | 250 ₹89,937.5 | 150 ₹53,962.5 Lowest | 300 ₹1,07,925 | 300 ₹1,07,925 | 342 ₹1,23,034.5 | 450 ₹1,61,887.5 | 600 ₹2,15,850 |
| 4.00 | Returning, filling in, including spreading, levelling, watering, and well ramming in layers not exceeding 25 cm thick. | 115.2 | Cum | 120 ₹13,824 | 100 ₹11,520 Lowest | 100 ₹11,520 Lowest | 140 ₹16,128 | 149 ₹17,164.8 | 155 ₹17,856 | 145 ₹16,704 |
| 5.00 | M&L for hardcore of gauge not exceeding 63 mm of broken stone or boulders, deposited, spread, and levelled in layers not exceeding 15 cm thick, watered and rolled/rammed to a true surface, complete all as specified and directed. | 107.55 | Cum | 2,200 ₹2,36,610 | 2,000 ₹2,15,100 | 2,300 ₹2,47,365 | 1,800 ₹1,93,590 Lowest | 2,213 ₹2,38,008.15 | 2,200 ₹2,36,610 | 2,150 ₹2,31,232.5 |
| 6.00 | M&L for PCC 1:2:4, Type B-2, using 40 mm graded stone aggregate in foundations, filling, and mass concrete, complete all as specified and directed. | 60 | Cum | 8,500 ₹5,10,000 | 7,400 ₹4,44,000 | 7,000 ₹4,20,000 | 5,400 ₹3,24,000 Lowest | 6,723 ₹4,03,380 | 6,500 ₹3,90,000 | 6,650 ₹3,99,000 |
| 7.00 | M&L for providing precast cement concrete block masonry with solid blocks exceeding 10 cm width, Type C-1 (1:3:6) using 20 mm graded aggregate and set in cement mortar (1:6), all as specified and directed. | 14 | Cum | 9,000 ₹1,26,000 | 8,500 ₹1,19,000 | 9,000 ₹1,26,000 | 7,900 ₹1,10,600 | 9,020 ₹1,26,280 | 7,600 ₹1,06,400 Lowest | 8,250 ₹1,15,500 |
| 8.00 | M&L for rendering 15 mm thick in cm (1:4) on fair faces of concrete surfaces and finished even and smooth without using extra cement including necessary scaffolding and safety measures as required all as specified and directed. | 33 | Sqm | 300 ₹9,900 | 320 ₹10,560 | 350 ₹11,550 | 280 ₹9,240 Lowest | 325 ₹10,725 | 450 ₹14,850 | 280 ₹9,240 Lowest |
| 9.00 | M&L for sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed. | 30.6 | Cum | 1,600 ₹48,960 | 1,500 ₹45,900 Lowest | 2,000 ₹61,200 | 1,900 ₹58,140 | 2,465 ₹75,429 | 2,250 ₹68,850 | 1,850 ₹56,610 |
| 10.00 | M&L for machine-pressed precast concrete interlocking coloured paver blocks of any size and shape conforming to IS 15658:2006, 80 mm thickness, M-40 grade with grey cement and pigment, complete all as specified and directed. | 612 | Sqm | 850 ₹5,20,200 Lowest | 1,600 ₹9,79,200 | 1,200 ₹7,34,400 | 980 ₹5,99,760 | 1,021 ₹6,24,852 | 980 ₹5,99,760 | 1,025 ₹6,27,300 |
Tender Value
₹44.2 L
EMD Value
₹88,360
Closing Date
2 Sept 2026, 6:00 pmClosed
GE SEABIRD KARWAR
Military Engineer Services Garrison Engineer Seabird Karwar Karnataka 581308
PROVISION OF HARDSTAND (RAISED PLATFORM) NEAR BADMINTON COURT, KAMAT BAY AND PROVISION OF HARDSTANDING AND CHAIN LINK FENCING AT BLO (KAR) AND STATION COTHING CENTRE (SCC)
2026_MES_779451_2
8534/E8
Open Tender
Civil Works
Item Rate
180 days
GE (SB) KARWAR
As per NIT
8 documents required · 8 mandatory
₹500
GE (SB) KARWAR
₹88,360
Yes
7 Sept 2026
12 Aug 2026
4 Sept 2026
12 Aug 2026
2 Sept 2026
19 Aug 2026
12 Aug 2026 - 18 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep, and getting out in hard/dense soil. | - | Sqm | 1.25 | - |
| 2 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep, and getting out in hard/dense soil. | - | Cum | - | - |
| 3 | Removal of surplus soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point. | - | Cum | 1 | - |
| 4 | Returning, filling in, including spreading, levelling, watering, and well ramming in layers not exceeding 25 cm thick. | - | Cum | 2 | - |
| 5 | M&L for hardcore of gauge not exceeding 63 mm of broken stone or boulders, deposited, spread, and levelled in layers not exceeding 15 cm thick, watered and rolled/rammed to a true surface, complete all as specified and directed. | 1 | Cum | 3 | ₹3 |
| 6 | M&L for PCC 1:2:4, Type B-2, using 40 mm graded stone aggregate in foundations, filling, and mass concrete, complete all as specified and directed. | - | Cum | 4 | - |
| 7 | M&L for providing precast cement concrete block masonry with solid blocks exceeding 10 cm width, Type C-1 (1:3:6) using 20 mm graded aggregate and set in cement mortar (1:6), all as specified and directed. | - | Cum | 5 | - |
| 8 | M&L for rendering 15 mm thick in cm (1:4) on fair faces of concrete surfaces and finished even and smooth without using extra cement including necessary scaffolding and safety measures as required all as specified and directed. | - | Sqm | 6 | - |
| 9 | M&L for sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed. | - | Cum | 7 | - |
| 10 | M&L for machine-pressed precast concrete interlocking coloured paver blocks of any size and shape conforming to IS 15658:2006, 80 mm thickness, M-40 grade with grey cement and pigment, complete all as specified and directed. | - | Sqm | 8 | - |
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