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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹4.3 CrAccepted-AOC DOOR NO 65 4 64 1A KOTHA NAKKAVANIPALEM MALKAPURAM POST VISAKHAPATNAM 530011 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530011 | ₹4.3 Cr | L 1 | Accepted-AOC Lowest Tender |
| 2 | L 2₹4.3 Cr+₹1.7 L (0.39%)Rejected-Finance | ₹4.3 Cr+₹1.7 L (0.39%) | L 2 | Rejected-Finance Not being Lowest |
| 3 | L3₹4.4 Cr+₹11.1 L (2.60%)Rejected-Finance | ₹4.4 Cr+₹11.1 L (2.60%) | L3 | Rejected-Finance Not being Lowest |
| 4 | L4₹4.7 Cr+₹40.1 L (9.41%)Rejected-Finance 16 176 A BHARATHI PURAM NAGAI NAGAR DINDUGUL 3 | DINDUGUL | DINDIGUL | TAMIL NADU | ₹4.7 Cr+₹40.1 L (9.41%) | L4 | Rejected-Finance Not being Lowest |
| Sl No | Description | Qty | Unit | S KUMARAN L4 | BALAJI MATRIX HOLDINGS L2 | MAHIRA ENGINEERING & INFRASTRUCTURE L1 | PRR CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Site clearance by cleaning away all shrubs, grass vegetation, bushes, weed, sapling and trees n exc 30cm girth, measures at a height of one metre above ground level, useful material shall be stacked and rubbish/useless materials disposed off upto a distance outside periphery of the area under clearence and burnt or otherwise disposed off as directed. Roots of trees and saplings shall be removed by digging out roots upto 60cm below the ground level or 15cm below formed in the ground while digging out of roots shall be carefully filled up with earth, well rammed and levelled. Boulders which may interfere with the work shall be removed, after breaking down if necessary complete all as specified and directed. | 2,000 | Sqm | 23 ₹46,000 | 30 ₹60,000 | 22 ₹44,000 Lowest | 25 ₹50,000 |
| 2.00 | Surface excavation n.exceeding, 30cm deep and averaging 15 cm deep and getting out in soft/loose soil all as specified and as directed. | 561 | Sqm | 34 ₹19,074 Lowest | 90 ₹50,490 | 70 ₹39,270 | 100 ₹56,100 |
| 3.00 | Surface excavation n.exceeding,30cmdeep and averaging 15cm deep and getting out in Hard/ dense soil all as specified and as directed. | 825 | Sqm | 150 ₹1,23,750 | 100 ₹82,500 Lowest | 125 ₹1,03,125 | 100 ₹82,500 Lowest |
| 4.00 | Surface excavation n.exceeding, 30cm deep and averaging 15 cm deep and getting out in soft disintegrated rock all as specified and as directed. | 5,544 | Sqm | 690 ₹38,25,360 | 250 ₹13,86,000 | 280 ₹15,52,320 | 100 ₹5,54,400 Lowest |
| 5.00 | Excavation over areas by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as specified and directed. | 1,513.38 | Cum | 600 ₹9,08,028 | 320 ₹4,84,281.6 | 300 ₹4,54,014 | 200 ₹3,02,676 Lowest |
| 6.00 | Excavation over areas by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in Ordinary/any type of rock and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as specified and directed. | 4,489.19 | Cum | 750 ₹33,66,892.5 | 380 ₹17,05,892.2 | 420 ₹18,85,459.8 | 200 ₹8,97,838 Lowest |
| 7.00 | Excavation in trenches n. exc. 1.50m wide and n. exc. 1.50m in depth and getting out in hard/dense soilcomplete all as specified and as directed by the Engineer-in-Charge. | 172.35 | Cum | 725 ₹1,24,953.75 | 390 ₹67,216.5 | 400 ₹68,940 | 300 ₹51,705 Lowest |
| 8.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick using soil /stone bolders obtained from excavation all as specified and as directed . | 303.3 | Cum | 190 ₹57,627 Lowest | 225 ₹68,242.5 | 200 ₹60,660 | 300 ₹90,990 |
| 9.00 | Removal of excavated soils to a distance n. exc. 50m and depositing where directed at a level n. exc. 1.50m above the starting point in soils complete all as specified and as directed by the Engineer-in-Charge. | 42.41 | Cum | 290 ₹12,298.9 Lowest | 375 ₹15,903.75 | 350 ₹14,843.5 | 300 ₹12,723 |
| 10.00 | Removing excavated material/soil exc. 1.50 Km but n exc. 5 km and depositing where directed at a level not exc. 1.5 metre above the starting point outside of the boundary wall , all as specified and as directed. | 1,721.28 | Cum | 490 ₹8,43,427.2 | 500 ₹8,60,640 | 480 ₹8,26,214.4 | 300 ₹5,16,384 Lowest |
Tender Value
₹4.2 Cr
EMD Value
₹4.9 L
Closing Date
21 May 2026, 6:00 pmClosed
CE Navy Visakhapatnam
CE Navy Station Road Visakhapatnam
PROVISION OF PERIMETER ROAD ALONG THE BOUNDARY WALL AT RAMESWARAM
2026_MES_761356_1
88764
Open Tender
Civil Works - Roads
Item Rate
180 days
Rameswaram
as per NIT
9 documents required · 9 mandatory
₹2,000
Garrison Engineer Tirunelveli
₹4.9 L
Yes
17 Aug 2026
22 Apr 2026
28 May 2026
22 Apr 2026
21 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for Site clearance by cleaning away all shrubs, grass vegetation, bushes, weed, sapling and trees n exc 30cm girth, measures at a height of one metre above ground level, useful material shall be stacked and rubbish/useless materials disposed off upto a distance outside periphery of the area under clearence and burnt or otherwise disposed off as directed. Roots of trees and saplings shall be removed by digging out roots upto 60cm below the ground level or 15cm below formed in the ground while digging out of roots shall be carefully filled up with earth, well rammed and levelled. Boulders which may interfere with the work shall be removed, after breaking down if necessary complete all as specified and directed. | - | Sqm | - | - |
| - | Surface excavation n.exceeding, 30cm deep and averaging 15 cm deep and getting out in soft/loose soil all as specified and as directed. | - | Sqm | - | - |
| - | Surface excavation n.exceeding,30cmdeep and averaging 15cm deep and getting out in Hard/ dense soil all as specified and as directed. | - | Sqm | - | - |
| - | Surface excavation n.exceeding, 30cm deep and averaging 15 cm deep and getting out in soft disintegrated rock all as specified and as directed. | - | Sqm | - | - |
| - | Excavation over areas by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as specified and directed. | - | Cum | - | - |
| - | Excavation over areas by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in Ordinary/any type of rock and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as specified and directed. | - | Cum | - | - |
| - | Excavation in trenches n. exc. 1.50m wide and n. exc. 1.50m in depth and getting out in hard/dense soilcomplete all as specified and as directed by the Engineer-in-Charge. | - | Cum | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick using soil /stone bolders obtained from excavation all as specified and as directed . | - | Cum | - | - |
| - | Removal of excavated soils to a distance n. exc. 50m and depositing where directed at a level n. exc. 1.50m above the starting point in soils complete all as specified and as directed by the Engineer-in-Charge. | - | Cum | - | - |
| - | Removing excavated material/soil exc. 1.50 Km but n exc. 5 km and depositing where directed at a level not exc. 1.5 metre above the starting point outside of the boundary wall , all as specified and as directed. | - | Cum | - | - |
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