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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹32.7 LAccepted-AOC | ₹32.7 L | 1 | Accepted-AOC Being Lowest Bidder |
| 2 | 2₹33.4 L+₹65,397 (2.00%)Rejected-Finance 38 39 86 BAPUJI NAGAR 104 AREA POST VISAKHAPATNAM 530 007 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530007 | ₹33.4 L+₹65,397 (2.00%) | 2 | Rejected-Finance Not Being Lowest Bidder |
| 3 | 3₹34.9 L+₹2.2 L (6.68%)Rejected-Finance | ₹34.9 L+₹2.2 L (6.68%) | 3 | Rejected-Finance Not Being Lowest Bidder |
| 4 | 4₹34.9 L+₹2.2 L (6.77%)Rejected-Finance D NO 71 31 252 DURGANAGAR MALKAPURAM VISAKHAPATNAM 530011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | ₹34.9 L+₹2.2 L (6.77%) | 4 | Rejected-Finance Not Being Lowest Bidder |
| 5 | 5₹37.8 L+₹5.1 L (15.6%)Rejected-Finance | ₹37.8 L+₹5.1 L (15.6%) | 5 | Rejected-Finance Not Being Lowest Bidder |
| Sl No | Description | Qty | Unit | R R ENGINEERING COMPANY L8 | eldi techs L6 | SWATHI CONSTRUCTIONS L7 | P SRINIVASA RAO L5 | VASANTHA NAIDU ASSOCIATES L1 | SRI VENKATA SAI MANIKANTA CONSTRUCTIONS L4 | INDRA CONSTRUCTIONS L2 | SRI SAMPATH SAI MODERN ARCH CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas not exceeding 1.50 m in depth and getting out in Soft / Loose soil complete all as specified and as directed. | 252 | Cubic Metre | 350 ₹88,200 | 270 ₹68,040 | 200 ₹50,400 | 279 ₹70,308 | 155 ₹39,060 | 329 ₹82,908 | 179 ₹45,108 | 140 ₹35,280 Lowest |
| 2.00 | Excavation over areas exceeding 1.50 m and not exceeding 3.00 m in depth and getting out in Soft / Loose soil complete all as specified and as directed. | 118 | Cubic Metre | 400 ₹47,200 | 360 ₹42,480 | 250 ₹29,500 | 369 ₹43,542 | 182 ₹21,476 Lowest | 369 ₹43,542 | 250 ₹29,500 | 230 ₹27,140 |
| 3.00 | 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. | 191 | Cubic Metre | 250 ₹47,750 | 290 ₹55,390 | 150 ₹28,650 | 99 ₹18,909 | 65 ₹12,415 Lowest | 68 ₹12,988 | 125 ₹23,875 | 120 ₹22,920 |
| 4.00 | 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. | 178 | Cubic Metre | 280 ₹49,840 | 200 ₹35,600 | 200 ₹35,600 | 189 ₹33,642 | 65 ₹11,570 Lowest | 350 ₹62,300 | 320 ₹56,960 | 290 ₹51,620 |
| 5.00 | 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. | 25 | Cubic Metre | 9,900 ₹2,47,500 | 4,500 ₹1,12,500 | 5,500 ₹1,37,500 | 3,969 ₹99,225 | 2,900 ₹72,500 Lowest | 3,850 ₹96,250 | 5,350 ₹1,33,750 | 4,560 ₹1,14,000 |
| 6.00 | M & L for Providing Precast Cement Concrete Solid Block Masonry with Solid Blocks exceeding 100mm width of PCC 1:3:6, Type – C1 using 20mm graded stone aggregate set in Cement Mortar 1:6 complete all as specified and as directed. | 6 | Cubic Metre | 10,200 ₹61,200 | 5,600 ₹33,600 | 6,000 ₹36,000 | 8,199 ₹49,194 | 3,800 ₹22,800 Lowest | 4,120 ₹24,720 | 6,495 ₹38,970 | 5,600 ₹33,600 |
| 7.00 | M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:4, surfaces finished even and smooth without using extra cement complete all as specified and as directed. | 100 | Square Metre | 1,025 ₹1,02,500 | 295 ₹29,500 | 250 ₹25,000 | 279 ₹27,900 | 200 ₹20,000 Lowest | 245 ₹24,500 | 220 ₹22,000 | 230 ₹23,000 |
| 8.00 | S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed. | 14,780 | Kilogram | 105 ₹15,51,900 | 86 ₹12,71,080 | 100 ₹14,78,000 | 103.5 ₹15,29,730 | 100 ₹14,78,000 | 91.5 ₹13,52,370 | 77 ₹11,38,060 Lowest | 95 ₹14,04,100 |
| 9.00 | S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 5mm to 10mm dia bars as in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed. | 102 | Kilogram | 95 ₹9,690 | 85 ₹8,670 | 100 ₹10,200 | 103.5 ₹10,557 | 100 ₹10,200 | 93 ₹9,486 | 75 ₹7,650 Lowest | 90 ₹9,180 |
| 10.00 | M & L for RCC M–30 Design Mix, using 20mm graded stone aggregate as in Foundations including Pile Caps, Rafts, Footings, Foundation Beams, Plinth Beams, Bases for Columns, Fillings, Mass Concrete, Basement Slabs etc. etc. complete all as specified and as directed. | 109 | Cubic Metre | 11,525 ₹12,56,225 | 9,350 ₹10,19,150 | 9,500 ₹10,35,500 | 7,299 ₹7,95,591 | 6,500 ₹7,08,500 | 6,825 ₹7,43,925 | 6,450 ₹7,03,050 Lowest | 7,200 ₹7,84,800 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
23 Jan 2026, 6:00 pmClosed
Major Arvind Singh Rathore, Garrison Engineer P Na
Garrison Engineer P Navy Kalinga, INS Kalinga Complex, INS Kalinga Post, Visakhapatnam - 531 163
Provision of Retaining Wall near Training Block Building No. P - 188 at INS Karna, Naval Station, Bheemunipatnam
2026_MES_746977_1
8236 / 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
₹87,000
Yes
24 Feb 2026
2 Jan 2026
30 Jan 2026
2 Jan 2026
23 Jan 2026
16 Jan 2026
2 Jan 2026 - 9 Jan 2026
Excavation over areas not exceeding 1.50 m in depth and getting out in Soft / Loose soil complete all as specified and as directed.
Excavation over areas exceeding 1.50 m and not exceeding 3.00 m in depth and getting out in Soft / Loose soil complete all as specified and as directed.
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.
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.
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.
M & L for Providing Precast Cement Concrete Solid Block Masonry with Solid Blocks exceeding 100mm width of PCC 1:3:6, Type – C1 using 20mm graded stone aggregate set in Cement Mortar 1:6 complete all as specified and as directed.
M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:4, surfaces finished even and smooth without using extra cement complete all as specified and as directed.
S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 5mm to 10mm dia bars as in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
M & L for RCC M–30 Design Mix, using 20mm graded stone aggregate as in Foundations including Pile Caps, Rafts, Footings, Foundation Beams, Plinth Beams, Bases for Columns, Fillings, Mass Concrete, Basement Slabs etc. etc. complete all as specified and as directed.
M & L for RCC M-30 Grade, Design Mix, using 20mm graded stone aggregate as in Walls, Retaining Walls, Abutments, Basement Walls, Ballast Walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified.
Use and removal of Steel Formwork to Sides of concrete Foundations, Pile Caps, 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 for Rough Finished surfaces complete all as specified and as directed.
M & L for Use and Removal of Steel Formwork [Plain / Curved] to Faces of Walls, Retaining Walls, Abutments, Parapets and Staircase Railings and similar work including attached Pilasters, Buttresses, etc. Vertical or to Batter for Fair Finished surfaces of concrete complete all as specified.
M & L for Broken Stone or Boulders including hand packing [any thickness] at back side of Weep Holes or at back of Walls over Arches etc. and raising or lowering to the required level complete all as specified and directed.
S & F 110mm bore PVC [SWR] pipes single socketed, in any length, Cut to Size as in Weep Holes complete all as specified and as directed.
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