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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.1 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹34.6 L+₹20,008.69 (0.58%)Rejected-Finance | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹36.1 L+₹1.7 L (5.07%)Rejected-Finance | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹36.8 L+₹2.5 L (7.14%)Rejected-Finance NH 17 MAIN ROAD BINAGA BAZAR KARWAR 581307 | KARWAR | UTTARA KANNADA | KARNATAKA | 581307 | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹37.0 L+₹2.6 L (7.49%)Rejected-Finance | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | KVL CONSTRUCTION L2 | sohan construction L5 | K.G.SHANKER L6 | ANKIT SHIP REPAIRERS AND SUPPLIERS L4 | AKSAISHA ENGINEERING L3 | NAGESH BEERAPPA NAIK WORKS CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n. exc. 15 cm deep in soft/loose soil for hard standing/stage, complete all as specified and directed. | 50 | Sqm | 20 ₹1,000 Lowest | 200 ₹10,000 | 40 ₹2,000 | 20 ₹1,000 Lowest | 21 ₹1,050 | 40 ₹2,000 |
| 2.00 | Excavation in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth in soft/loose soil for foundations etc., or shafts, wells, cesspits, manholes, pier holes etc., n. exc. 10 sq m on plan and n. exc. 1.5 m in depth, and getting out, complete all as specified and directed. | 77 | Cum | 450 ₹34,650 | 600 ₹46,200 | 320 ₹24,640 Lowest | 350 ₹26,950 | 511 ₹39,347 | 330 ₹25,410 |
| 3.00 | Returning, filling in including spreading, levelling, watering and well ramming in layers n. exc. 25 cm, complete all as specified and directed. | 62.93 | Cum | 100 ₹6,292.8 Lowest | 500 ₹31,464 | 100 ₹6,292.8 Lowest | 120 ₹7,551.36 | 211 ₹13,277.81 | 110 ₹6,922.08 |
| 4.00 | Removing surplus soil to a distance n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point, and making good the surface, complete all as specified and directed. | 55.72 | Cum | 250 ₹13,930.25 | 250 ₹13,930.25 | 140 ₹7,800.94 Lowest | 300 ₹16,716.3 | 311 ₹17,329.23 | 280 ₹15,601.88 |
| 5.00 | M&L for for hardcore of broken boulders of gauge n. exc. 63 mm, deposited, spread and levelled in layers n. exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed. | 5 | Cum | 2,000 ₹10,000 | 3,500 ₹17,500 | 2,100 ₹10,500 | 1,900 ₹9,500 Lowest | 2,311 ₹11,555 | 2,000 ₹10,000 |
| 6.00 | M&L for for RCC, Design Mix of grade M-30 (using 20 mm graded stone aggregate) as in foundations including rafts/raft footings, foundation beams, plinth beams, bases for columns, basement slabs, under-reamed piles, mass concrete and base of columns, complete all as specified and directed. | 10 | Cum | 9,500 ₹95,000 | 10,000 ₹1,00,000 | 9,500 ₹95,000 | 7,700 ₹77,000 Lowest | 9,811 ₹98,110 | 9,800 ₹98,000 |
| 7.00 | M&L for for RCC, Design Mix of grade M-30 (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts, complete all as specified and directed. | 3.36 | Cum | 9,500 ₹31,920 | 11,000 ₹36,960 | 9,800 ₹32,928 | 8,800 ₹29,568 Lowest | 11,111 ₹37,332.96 | 9,100 ₹30,576 |
| 8.00 | M&L for for formwork to sides of concrete foundations, footings, bases of columns, rafts/raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter; rough-finished flat surfaces of concrete, complete all as specified and directed. | 7.2 | Sqm | 450 ₹3,240 | 1,200 ₹8,640 | 320 ₹2,304 | 320 ₹2,304 | 881 ₹6,343.2 | 280 ₹2,016 Lowest |
| 9.00 | M&L for formwork to flat fair finished surfaces of concrete to sides and soffits of floor/roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports/overhangs, and splays between floors and beams etc., complete all as specified and directed. | 20 | Sqm | 450 ₹9,000 | 1,200 ₹24,000 | 330 ₹6,600 | 560 ₹11,200 | 811 ₹16,220 | 20 ₹400 Lowest |
| 10.00 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions on square/rectangular/polygonal rough-finished surfaces of concrete, complete all as specified and directed. | 33.6 | Sqm | 450 ₹15,120 | 1,200 ₹40,320 | 310 ₹10,416 Lowest | 650 ₹21,840 | 1,011 ₹33,969.6 | 640 ₹21,504 |
Tender Value
₹39.4 L
EMD Value
₹78,800
Closing Date
18 May 2026, 6:00 pmClosed
GE (SB) KARWAR
GARRISON ENGINEER (SEABIRD) KARWAR Naval Base, Sankrubagh (PO) Karwar - 581308
PROVISION OF WASHROOM WITH ASSOCIATED SERVICES NEAR BUILDING P-57 AT KADAMBA VANAM NAVAL BASE AREA KARWAR
2026_MES_762323_1
8488/E8
Open Tender
Civil Works
Item Rate
180 days
GE (SB) KARWAR
AS PER NIT
8 documents required · 8 mandatory
₹500
Yes
GE (SB) KARWAR
₹78,800
Yes
19 Jun 2026
27 Apr 2026
20 May 2026
27 Apr 2026
18 May 2026
11 May 2026
27 Apr 2026 - 4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n. exc. 15 cm deep in soft/loose soil for hard standing/stage, complete all as specified and directed. | - | Sqm | 1.25 | - |
| 2 | Excavation in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth in soft/loose soil for foundations etc., or shafts, wells, cesspits, manholes, pier holes etc., n. exc. 10 sq m on plan and n. exc. 1.5 m in depth, and getting out, complete all as specified and directed. | - | Cum | - | - |
| 3 | Returning, filling in including spreading, levelling, watering and well ramming in layers n. exc. 25 cm, complete all as specified and directed. | 0.2 | Cum | 10 | ₹1.99 |
| 4 | Removing surplus soil to a distance n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point, and making good the surface, complete all as specified and directed. | 1 | Cum | 11 | ₹10.99 |
| 5 | M&L for for hardcore of broken boulders of gauge n. exc. 63 mm, deposited, spread and levelled in layers n. exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed. | - | Cum | 10 | - |
| 6 | M&L for for RCC, Design Mix of grade M-30 (using 20 mm graded stone aggregate) as in foundations including rafts/raft footings, foundation beams, plinth beams, bases for columns, basement slabs, under-reamed piles, mass concrete and base of columns, complete all as specified and directed. | - | Cum | 11 | - |
| 7 | M&L for for RCC, Design Mix of grade M-30 (using 20 mm graded stone aggregate) as in columns, pillars, piers, posts and struts, complete all as specified and directed. | 1 | Cum | 12 | ₹11.99 |
| 8 | M&L for for formwork to sides of concrete foundations, footings, bases of columns, rafts/raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter; rough-finished flat surfaces of concrete, complete all as specified and directed. | - | Sqm | 13 | - |
| 9 | M&L for formwork to flat fair finished surfaces of concrete to sides and soffits of floor/roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports/overhangs, and splays between floors and beams etc., complete all as specified and directed. | - | Sqm | 14 | - |
| 10 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions on square/rectangular/polygonal rough-finished surfaces of concrete, complete all as specified and directed. | - | Sqm | 15 | - |
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