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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹32.2 LAccepted-AOC | 1 | Accepted-AOC Being Lowest Bidder | |
| 2 | 2₹35.2 L+₹2.8 L (8.59%)Rejected-Finance | 2 | Rejected-Finance Not Being Lowest Bidder | |
| 3 | 3₹36.3 L+₹3.9 L (11.9%)Rejected-Finance D NO 71 31 252 DURGANAGAR MALKAPURAM VISAKHAPATNAM 530011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | 3 | Rejected-Finance Not Being Lowest Bidder | |
| 4 | 4₹39.0 L+₹6.6 L (20.4%)Rejected-Finance HOUSE NO 4 150 NV COLONY BHEENUNIPATNAM VISAKHAPATNAM PIN 531 163 | VISAKHAPATANAM | ANDHRA PRADESH | 531163 | 4 | Rejected-Finance Not Being Lowest Bidder | |
| 5 | 5₹42.0 L+₹9.6 L (29.8%)Rejected-Finance | 5 | Rejected-Finance Not Being Lowest Bidder |
| Sl No | Description | Qty | Unit | P SRINIVASA RAO L5 | V RAMESH BABU AND COMPANY L4 | CS ASSOCIATES L1 | SSV CONSTRUCTIONS L6 | VASANTHA NAIDU ASSOCIATES L7 | LnG Constructions L2 | SRI VENKATA SAI MANIKANTA CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and depth not exceeding 1.5m and getting out in Soft / Loose soil complete all as specified and as directed. | 94 | Cubic Metre | 279 ₹26,226 | 30 ₹2,820 Lowest | 189 ₹17,766 | 155 ₹14,570 | 155 ₹14,570 | 350 ₹32,900 | 249 ₹23,406 |
| 2.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and depth exceeding 1.5m deep and not exceeding 3.0m deep and getting out in Soft / Loose soil complete all as specified and as directed. | 38 | Cubic Metre | 279 ₹10,602 | 25 ₹950 Lowest | 290 ₹11,020 | 200 ₹7,600 | 300 ₹11,400 | 380 ₹14,440 | 269 ₹10,222 |
| 3.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and depth exceeding 3.0m deep and not exceeding 4.5m deep and getting out in Soft / Loose soil complete all as specified and as directed. | 6 | Cubic Metre | 369 ₹2,214 | 25 ₹150 Lowest | 290 ₹1,740 | 350 ₹2,100 | 560 ₹3,360 | 430 ₹2,580 | 320 ₹1,920 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. | 33 | Cubic Metre | 90 ₹2,970 | 15 ₹495 Lowest | 100 ₹3,300 | 125 ₹4,125 | 111 ₹3,663 | 180 ₹5,940 | 74 ₹2,442 |
| 5.00 | Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. | 19 | Cubic Metre | 189 ₹3,591 | 20 ₹380 Lowest | 309 ₹5,871 | 125 ₹2,375 | 111 ₹2,109 | 200 ₹3,800 | 390 ₹7,410 |
| 6.00 | M & L for PCC 1:4:8, Type D–2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed. | 11 | Cubic Metre | 3,699 ₹40,689 | 4,600 ₹50,600 | 3,800 ₹41,800 | 4,200 ₹46,200 | 3,333 ₹36,663 | 5,400 ₹59,400 | 489 ₹5,379 Lowest |
| 7.00 | M & L for Pre-Construction Anti-Termite Treatment for treating the Backfill in Contact with Foundation @ 7.5 Litres of Emulsion per Square Metre of Vertical Surface [Area of the sub structure in contact with backfill to be measured] complete all as specified and as directed. | 9 | Square Metre | 126 ₹1,134 | 90 ₹810 Lowest | 179 ₹1,611 | 150 ₹1,350 | 155 ₹1,395 | 95 ₹855 | 129 ₹1,161 |
| 8.00 | M & L for Pre-Construction Anti-Termite Treatment for treating the Top Surface of Filled Earth @ 5 Litres of Emulsion per Square Metre of surface complete all as specified and as directed. | 32 | Square Metre | 90 ₹2,880 | 90 ₹2,880 | 179 ₹5,728 | 120 ₹3,840 | 155 ₹4,960 | 50 ₹1,600 Lowest | 135 ₹4,320 |
| 9.00 | M & L for Pre-Construction Anti-Termite Treatment for treating the Soil Under Plinth Pprotection @ 5 Litres of Emulsion per Square Metre of surface area complete all as specified and as directed. | 18 | Square Metre | 90 ₹1,620 | 90 ₹1,620 | 179 ₹3,222 | 125 ₹2,250 | 155 ₹2,790 | 50 ₹900 Lowest | 140 ₹2,520 |
| 10.00 | M & L for Pre-Construction Anti-Termite Treatment for treating the Soil along with External Perimeter of the Building by applying Emulsion@ 2.25 Litres per Running Metre of the perimeter wall complete all as specified and as directed. | 24 | Running Metre | 72 ₹1,728 | 90 ₹2,160 | 79 ₹1,896 | 120 ₹2,880 | 155 ₹3,720 | 25 ₹600 Lowest | 150 ₹3,600 |
Tender Value
₹46.5 L
EMD Value
₹93,000
Closing Date
6 May 2026, 6:00 pmClosed
Major Arvind Singh Rathore, Garrison Engineer P Na
Garrison Engineer P Navy Kalinga, INS Kalinga Complex, INS Kalinga Post, Visakhapatnam - 531163
Provision of Washroom at Old Vehicle Parking Shed along with Associated Works near Guard Room Area at Naval Station Bheemunipatnam and Special Repairs to False Ceiling and Roof Treatment of Hangar 6 of TP Area at INS Kalinga, Visakhapatnam
2026_MES_760379_1
8248 / E8
Open Tender
Civil Works
Item Rate
180 days
Visakhapatnam
Class D
Category a i
9 documents required · 9 mandatory
₹500
Garrison Engineer Project Navy Kalinga
₹93,000
Yes
19 Jun 2026
15 Apr 2026
13 May 2026
15 Apr 2026
6 May 2026
29 Apr 2026
15 Apr 2026 - 22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and depth not exceeding 1.5m and getting out in Soft / Loose soil complete all as specified and as directed. | - | Cubic Metre | - | - |
| - | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and depth exceeding 1.5m deep and not exceeding 3.0m deep and getting out in Soft / Loose soil complete all as specified and as directed. | - | Cubic Metre | - | - |
| - | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and depth exceeding 3.0m deep and not exceeding 4.5m deep and getting out in Soft / Loose soil complete all as specified and as directed. | - | Cubic Metre | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. | - | Cubic Metre | - | - |
| - | Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. | - | Cubic Metre | - | - |
| - | M & L for PCC 1:4:8, Type D–2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed. | - | Cubic Metre | - | - |
| - | M & L for Pre-Construction Anti-Termite Treatment for treating the Backfill in Contact with Foundation @ 7.5 Litres of Emulsion per Square Metre of Vertical Surface [Area of the sub structure in contact with backfill to be measured] complete all as specified and as directed. | - | Square Metre | - | - |
| - | M & L for Pre-Construction Anti-Termite Treatment for treating the Top Surface of Filled Earth @ 5 Litres of Emulsion per Square Metre of surface complete all as specified and as directed. | - | Square Metre | - | - |
| - | M & L for Pre-Construction Anti-Termite Treatment for treating the Soil Under Plinth Pprotection @ 5 Litres of Emulsion per Square Metre of surface area complete all as specified and as directed. | - | Square Metre | - | - |
| - | M & L for Pre-Construction Anti-Termite Treatment for treating the Soil along with External Perimeter of the Building by applying Emulsion@ 2.25 Litres per Running Metre of the perimeter wall complete all as specified and as directed. | - | Running Metre | - | - |
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