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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.1 LAccepted-AOC | ₹31.1 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹31.5 L+₹36,471.14 (1.17%)Rejected-Finance | ₹31.5 L+₹36,471.14 (1.17%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹31.7 L+₹63,004.09 (2.03%)Rejected-Finance NH 17 MAIN ROAD BINAGA BAZAR KARWAR 581307 | KARWAR | UTTARA KANNADA | KARNATAKA | 581307 | ₹31.7 L+₹63,004.09 (2.03%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹33.7 L+₹2.6 L (8.37%)Rejected-Finance | ₹33.7 L+₹2.6 L (8.37%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹38.2 L+₹7.1 L (22.8%)Rejected-Finance LEKSHMI NIVAS TELANG ROAD NANDANGADDA KARWAR 581 304 | KARWAR | UTTARA KANNADA | KARNATAKA | 581304 | ₹38.2 L+₹7.1 L (22.8%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | Gayatri enterprises L2 | LEKSHMI ENGINEERS L5 | ABDUL RAHIM L7 | K.G.SHANKER L6 | ANKIT SHIP REPAIRERS AND SUPPLIERS L3 | AKSAISHA ENGINEERING L1 | H S KRISHNA ELECTRICALS L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for surface dressing not exceeding 15 cm deep in hard/dense soil all as specified and directed. | 160 | Sqm | 31.5 ₹5,040 | 58 ₹9,280 | 40 ₹6,400 | 45 ₹7,200 | 30 ₹4,800 | 11 ₹1,760 Lowest | 40 ₹6,400 |
| 2.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m depth for foundation etc and getting out in hard/dense soil all as specified and directed. | 25.5 | Cum | 620 ₹15,810 | 352 ₹8,976 | 600 ₹15,300 | 320 ₹8,160 Lowest | 550 ₹14,025 | 511 ₹13,030.5 | 565 ₹14,407.5 |
| 3.00 | M&L for PCC (1:4:8), type-D2 using 40 mm graded stone aggregate as in foundation filling and mass concrete all as specified and directed. | 1.8 | Cum | 5,100 ₹9,180 | 5,200 ₹9,360 | 6,000 ₹10,800 | 6,000 ₹10,800 | 5,100 ₹9,180 | 4,111 ₹7,399.8 Lowest | 5,800 ₹10,440 |
| 4.00 | M&L for moorum/red bajri filling in floors or paving's, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering | 45 | Cum | 1,100 ₹49,500 | 900 ₹40,500 | 1,300 ₹58,500 | 2,000 ₹90,000 | 1,100 ₹49,500 | 811 ₹36,495 Lowest | 1,225 ₹55,125 |
| 5.00 | M&L for hardcore of broken stone or boulders of gauge not exceeding 63mm and deposited spread and levelled in layers not exceeding 15cm thick watered and rammed to true surface. | 15 | Cum | 1,800 ₹27,000 Lowest | 2,200 ₹33,000 | 2,100 ₹31,500 | 2,000 ₹30,000 | 2,000 ₹30,000 | 2,311 ₹34,665 | 2,110 ₹31,650 |
| 6.00 | M&L for cement concrete (1:2:4) type B-0, using 12.5mm graded stone aggregate, 40mm thick as in DPC all as specified and directed. | 15 | Sqm | 270 ₹4,050 Lowest | 270 ₹4,050 Lowest | 400 ₹6,000 | 850 ₹12,750 | 280 ₹4,200 | 481 ₹7,215 | 295 ₹4,425 |
| 7.00 | M&L for pre-cast cement concrete blocks (1:2:4), type B1 masonry with solid blocks, exc. 10cm in width and setting in CM (1:4) all as specified and directed. | 38 | Cum | 8,800 ₹3,34,400 | 8,700 ₹3,30,600 | 10,000 ₹3,80,000 | 8,500 ₹3,23,000 | 9,000 ₹3,42,000 | 8,881 ₹3,37,478 | 8,300 ₹3,15,400 Lowest |
| 8.00 | M&L for mild steel TMT (CRS/ HCRM) bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia all as specified & directed. | 2,000 | KG | 80 ₹1,60,000 | 116 ₹2,32,000 | 110 ₹2,20,000 | 130 ₹2,60,000 | 70 ₹1,40,000 Lowest | 91 ₹1,82,000 | 94 ₹1,88,000 |
| 9.00 | M&L for mild steel TMT (CRS/ HCRM) bars 5 to 8mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia. | 1,000 | KG | 80 ₹80,000 | 116 ₹1,16,000 | 110 ₹1,10,000 | 135 ₹1,35,000 | 70 ₹70,000 Lowest | 91 ₹91,000 | 105 ₹1,05,000 |
| 10.00 | M&L for RCC design mix M 30 using 20mm graded stone aggregate as in foundations, footings, plinth beams etc all as specified and directed. | 6 | Cum | 7,200 ₹43,200 Lowest | 9,300 ₹55,800 | 11,000 ₹66,000 | 10,500 ₹63,000 | 7,400 ₹44,400 | 7,811 ₹46,866 | 7,500 ₹45,000 |
Tender Value
₹36.4 L
EMD Value
₹72,800
Closing Date
28 Jul 2026, 6:00 pmClosed
GE (SB) KARWAR
GARRISON ENGINEER (SEABIRD) KARWAR Naval Base, Sankrubagh (PO) Karwar - 581308
PROVISION OF SAMPLE ROOM AND LADIES WASHROOM FOR MES OFFICE NAVAL BASE KARWAR
2026_MES_775458_1
8519/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
₹72,800
Yes
17 Sept 2026
30 Jun 2026
30 Jul 2026
30 Jun 2026
28 Jul 2026
14 Jul 2026
30 Jun 2026 - 7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for surface dressing not exceeding 15 cm deep in hard/dense soil all as specified and directed. | - | Sqm | 1.25 | - |
| 2Excavation in trenches n.exc 1.5m wide and n.exc 1.5m depth for foundation etc and getting out in hard/dense soil all as specified and directed. | |||||
| 3 | M&L for PCC (1:4:8), type-D2 using 40 mm graded stone aggregate as in foundation filling and mass concrete all as specified and directed. | - | Cum | 10 | - |
| 4 | M&L for moorum/red bajri filling in floors or paving's, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering | - | Cum | 11 | - |
| 5 | M&L for hardcore of broken stone or boulders of gauge not exceeding 63mm and deposited spread and levelled in layers not exceeding 15cm thick watered and rammed to true surface. | - | Cum | 10 | - |
| 6 | M&L for cement concrete (1:2:4) type B-0, using 12.5mm graded stone aggregate, 40mm thick as in DPC all as specified and directed. | - | Sqm | 11 | - |
| 7 | M&L for pre-cast cement concrete blocks (1:2:4), type B1 masonry with solid blocks, exc. 10cm in width and setting in CM (1:4) all as specified and directed. | - | Cum | 12 | - |
| 8 | M&L for mild steel TMT (CRS/ HCRM) bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia all as specified & directed. | - | KG | 13 | - |
| 9 | M&L for mild steel TMT (CRS/ HCRM) bars 5 to 8mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia. | - | KG | 14 | - |
| 10 | M&L for RCC design mix M 30 using 20mm graded stone aggregate as in foundations, footings, plinth beams etc all as specified and directed. | - | Cum | 15 | - |
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