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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹32.2 LAccepted-Finance | 1 | Accepted-Finance Being Lowest Bidder | |
| 2 | 2₹34.8 L+₹2.6 L (8.12%)Rejected-Finance | 2 | Rejected-Finance Not Being Lowest Bidder | |
| 3 | 3₹37.1 L+₹4.9 L (15.4%)Rejected-Finance | 3 | Rejected-Finance Not Being Lowest Bidder | |
| 4 | 4₹37.4 L+₹5.2 L (16.3%)Rejected-Finance | 4 | Rejected-Finance Not Being Lowest Bidder | |
| 5 | 5₹38.6 L+₹6.4 L (20.0%)Rejected-Finance | 5 | Rejected-Finance Not Being Lowest Bidder |
| Sl No | Description | Qty | Unit | SRI SAI KRISHNA ENGINEERING WORKS L6 | JAYASREE ENTERPRISES L7 | VASANTHA NAIDU ASSOCIATES L1 | S S V CONSTRUCTIONS L3 | M/S. G G NAIDU L2 | M/s POTHINA SAMBA MURTHY L5 | RAVI TEJA CONTRACTS L8 | SRI BHAVANI ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Rough excavation not exceeding 1.5m deep and getting out in Soft / Loose soil complete all as specified and as directed. | 156 | Cubic Metre | 350 ₹54,600 | 150 ₹23,400 | 100 ₹15,600 | 250 ₹39,000 | 150 ₹23,400 | 90 ₹14,040 Lowest | 250 ₹39,000 | 250 ₹39,000 |
| 2.00 | Excavation over areas not exceeding 1.50 m in depth and getting out in Soft / Loose soil complete all as specified and as directed. | 337 | Cubic Metre | 305 ₹1,02,785 | 200 ₹67,400 | 100 ₹33,700 Lowest | 250 ₹84,250 | 250 ₹84,250 | 120 ₹40,440 | 220 ₹74,140 | 250 ₹84,250 |
| 3.00 | 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. | 157 | Cubic Metre | 410 ₹64,370 | 250 ₹39,250 | 100 ₹15,700 Lowest | 250 ₹39,250 | 350 ₹54,950 | 150 ₹23,550 | 300 ₹47,100 | 250 ₹39,250 |
| 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. | 288 | Cubic Metre | 95 ₹27,360 | 100 ₹28,800 | 65 ₹18,720 Lowest | 100 ₹28,800 | 150 ₹43,200 | 180 ₹51,840 | 180 ₹51,840 | 200 ₹57,600 |
| 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. | 206 | Cubic Metre | 325 ₹66,950 | 150 ₹30,900 | 65 ₹13,390 Lowest | 200 ₹41,200 | 300 ₹61,800 | 200 ₹41,200 | 150 ₹30,900 | 200 ₹41,200 |
| 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. | 34 | Cubic Metre | 4,000 ₹1,36,000 | 6,000 ₹2,04,000 | 2,900 ₹98,600 Lowest | 4,000 ₹1,36,000 | 5,000 ₹1,70,000 | 5,500 ₹1,87,000 | 6,000 ₹2,04,000 | 5,000 ₹1,70,000 |
| 7.00 | 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. | 21 | Cubic Metre | 7,000 ₹1,47,000 | 5,000 ₹1,05,000 | 4,700 ₹98,700 Lowest | 6,000 ₹1,26,000 | 6,500 ₹1,36,500 | 6,500 ₹1,36,500 | 7,200 ₹1,51,200 | 5,500 ₹1,15,500 |
| 8.00 | 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 | 250 ₹25,000 | 280 ₹28,000 | 290 ₹29,000 | 300 ₹30,000 | 300 ₹30,000 | 220 ₹22,000 Lowest | 350 ₹35,000 | 300 ₹30,000 |
| 9.00 | M & L for PCC 1:3:6, Type C-2 [using 40 mm graded granite stone aggregate] in surface channels and drains including forming fair finished drain or channel of any inner girth using extra cement including forms, moulds, mitred / stooped ends complete all as specified and as directed. | 3 | Cubic Metre | 6,500 ₹19,500 | 5,500 ₹16,500 | 2,900 ₹8,700 Lowest | 4,500 ₹13,500 | 6,500 ₹19,500 | 5,500 ₹16,500 | 7,000 ₹21,000 | 5,200 ₹15,600 |
| 10.00 | S & F Reinforcement using High Strength 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. | 12,387 | Kilogram | 99 ₹12,26,313 | 110 ₹13,62,570 | 100 ₹12,38,700 | 91 ₹11,27,217 | 88 ₹10,90,056 | 85 ₹10,52,895 Lowest | 110 ₹13,62,570 | 110 ₹13,62,570 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
13 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Major Arvind Singh Rathore, Garrison Engineer
Garrison Engineer P Navy Kalinga, INS Kalinga Complex, INS Kalinga Post, Visakhapatnam - 531163
Provision of Retaining Wall near ADR Hangar at INS Karna, Visakhapatnam
2026_MES_790602_1
8299 / 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
12 Nov 2026
22 Sept 2026
20 Oct 2026
22 Sept 2026
13 Oct 2026
6 Oct 2026
22 Sept 2026 - 29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Rough excavation not exceeding 1.5m deep and getting out in Soft / Loose soil complete all as specified and as directed. | 156 | Cubic Metre | - | - |
| 2 | Excavation over areas not exceeding 1.50 m in depth and getting out in Soft / Loose soil complete all as specified and as directed. | 337 | Cubic Metre | - | - |
| 3 | 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. | 157 | Cubic Metre | - | - |
| 4 | 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. | 288 | Cubic Metre | - | - |
| 5 | 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. | 206 | Cubic Metre | - | - |
| 6 | 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. | 34 | Cubic Metre | - | - |
| 7 | 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. | 21 | Cubic Metre | - | - |
| 8 | 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 | - | - |
| 9 | M & L for PCC 1:3:6, Type C-2 [using 40 mm graded granite stone aggregate] in surface channels and drains including forming fair finished drain or channel of any inner girth using extra cement including forms, moulds, mitred / stooped ends complete all as specified and as directed. | 3 | Cubic Metre | - | - |
| 10 | S & F Reinforcement using High Strength 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. | 12,387 | Kilogram | - | - |
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