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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.6 LAccepted-AOC | ₹44.6 L Quoted ₹44.9 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹45.3 LRejected-Finance | ₹45.3 L | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹49.0 LRejected-Finance LEKSHMI NIVAS TELANG ROAD NANDANGADDA KARWAR 581 304 | KARWAR | UTTARA KANNADA | KARNATAKA | 581304 | ₹49.0 L | L3 | Rejected-Finance Not Being L1 |
| 4 | L4₹49.3 LRejected-Finance | ₹49.3 L | L4 | Rejected-Finance Not Being L1 |
| 5 | L5₹54.2 LRejected-Finance | ₹54.2 L | L5 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | KVL CONSTRUCTION L2 | LEKSHMI ENGINEERS L3 | ABDUL RAHIM L5 | K.G.SHANKER L4 | M/S KAMALKANTH NAIK L6 | H S KRISHNA ELECTRICALS L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep in Soft/loose soil for hard standing Stage all as specified and directed. | 22 | Sqm | 15 ₹330 | 42 ₹924 | 40 ₹880 | 35 ₹770 | 100 ₹2,200 | 45 ₹990 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth in Soft and Loose Soil for foundation, 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. | 195.44 | Cum | 300 ₹58,632 | 310 ₹60,586.40 | 400 ₹78,176 | 280 ₹54,723.20 | 300 ₹58,632 | 355 ₹69,381.20 |
| 3.00 | Returning, filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm all as specified & directed. | 170.79 | Cum | 40 ₹6,831.60 | 60 ₹10,247.40 | 80 ₹13,663.20 | 70 ₹11,955.30 | 150 ₹25,618.50 | 155 ₹26,472.45 |
| 4.00 | Removing surplus soil to a distance n exc 50m and making good surface at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 46.84 | Cum | 80 ₹3,747.20 | 110 ₹5,152.40 | 150 ₹7,026 | 100 ₹4,684 | 200 ₹9,368 | 325 ₹15,223 |
| 5.00 | M&L 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. | 3.1 | Cum | 2,000 ₹6,200 | 1,600 ₹4,960 | 2,000 ₹6,200 | 1,500 ₹4,650 | 3,000 ₹9,300 | 2,200 ₹6,820 |
| 6.00 | M&L for RCC design mix M-30 using 20 mm graded stone aggregate for foundation including raft footing Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, basement slabs, under-reamed piles and mass concrete etc., complete all as specified and directed. | 5.76 | Cum | 9,500 ₹54,720 | 9,700 ₹55,872 | 10,000 ₹57,600 | 9,000 ₹51,840 | 8,000 ₹46,080 | 7,650 ₹44,064 |
| 7.00 | M&L for RCC design mix M-30 using 20 mm graded stone aggregate for column, pillars, piers, post and struts etc., complete all as specified and directed. | 3.36 | Cum | 9,500 ₹31,920 | 9,700 ₹32,592 | 10,000 ₹33,600 | 9,000 ₹30,240 | 8,000 ₹26,880 | 8,500 ₹28,560 |
| 8.00 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on Flat rough finished surfaces of concrete. | 7.2 | Sqm | 350 ₹2,520 | 425 ₹3,060 | 500 ₹3,600 | 300 ₹2,160 | 700 ₹5,040 | 295 ₹2,124 |
| 9.00 | M&L for formwork for Flat fair surfaces of finished concrete to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, also splays between floors and beams, etc. complete all as specified and directed. | 20 | Sqm | 350 ₹7,000 | 475 ₹9,500 | 500 ₹10,000 | 300 ₹6,000 | 700 ₹14,000 | 605 ₹12,100 |
| 10.00 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions on square, rectangular or polygonal rough finished surfaces of concrete | 33.6 | Sqm | 350 ₹11,760 | 475 ₹15,960 | 400 ₹13,440 | 310 ₹10,416 | 700 ₹23,520 | 600 ₹20,160 |
Updated dates
Tender Value
₹49.4 L
EMD Value
₹98,800
Closing Date
23 Apr 2026, 6:00 pmClosed
GE (SB) KARWAR
GARRISON ENGINEER (SEABIRD) KARWAR Naval Base, Sankrubagh (PO) Karwar - 581308
SPECIAL REPAIRS BR FOR C3 STORE HOUSE OF MO KAR, ADDISTION ALTERATION TO EXISTING TOILET BATHROOM INCLUDING SANITARY FITTING ADJACENT TO BUILDING NO. T-4 CDT KAR, AND PROVISION OF PARKING SHED NEAR DSS-04 AT MO KAR AT NAVAL BASE KARWAR
2026_MES_753198_2
8461/E8
Open Tender
Civil Works
180 days
GE (SB) KARWAR
AS PER NIT
8 documents required · 8 mandatory
₹500
Yes
GE (SB) KARWAR
₹98,800
Yes
26 May 2026
2 Apr 2026
25 Apr 2026
2 Apr 2026
23 Apr 2026
9 Apr 2026
2 Apr 2026 - 8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Surface dressing n exc 15 cm deep in Soft/loose soil for hard standing Stage all as specified and directed. | - | Sqm | - | - | itemH1Code1 | |
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth in Soft and Loose Soil for foundation, 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. | 1 | Cum | - | - | itemH1Code2 | |
Returning, filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm all as specified & directed. | 1 | Cum | - | - | itemH1Code3 | |
Removing surplus soil to a distance n exc 50m and making good surface at a level n exc. 1.5 m above the starting point complete all as specified and directed. | - | Cum | - | - | itemH1Code4 | |
M&L 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 | - | - | itemH1Code5 | |
M&L for RCC design mix M-30 using 20 mm graded stone aggregate for foundation including raft footing Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, basement slabs, under-reamed piles and mass concrete etc., complete all as specified and directed. | 1 | Cum | - | - | itemH1Code6 | |
M&L for RCC design mix M-30 using 20 mm graded stone aggregate for column, pillars, piers, post and struts etc., complete all as specified and directed. | 1 | Cum | - | - | itemH1Code7 | |
M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on Flat rough finished surfaces of concrete. | - | Sqm | - | - | itemH1Code8 | |
M&L for formwork for Flat fair surfaces of finished concrete to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, also splays between floors and beams, etc. complete all as specified and directed. | - | Sqm | - | - | itemH1Code9 | |
M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions on square, rectangular or polygonal rough finished surfaces of concrete | - | Sqm | - | - | itemH1Code10 |
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