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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹51.7 LAdmitted-Finance | ₹51.7 L | H1 | Admitted-Finance |
| 2 | H2₹49.1 LAdmitted-Finance 65 6 518 B 1 HIMACHAL NAGAR GAJUWAKA VISAKHAPATNAM 530 026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | ₹49.1 L | H2 | Admitted-Finance |
| 3 | H3₹47.1 LAdmitted-Finance | ₹47.1 L | H3 | Admitted-Finance |
| 4 | H4₹45.1 LAdmitted-Finance 24 85 7 SANATH NAGAR GAJUWAKA VISAKHAPATNAM 530 026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | ₹45.1 L | H4 | Admitted-Finance |
| 5 | H5₹44.5 LAdmitted-Finance | ₹44.5 L | H5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K K INFRA H9 | GAGANSRI INFRA H1 | SRI SAI VAGDEVI BUILDERS H7 | PRADEEP ENTERPRISES H8 | G VENKATA RAO H3 | SSV CONSTRUCTIONS H5 | LALITHA SAI INFRA H2 | V R K CONSTRUCTIONS H4 | SRI VENKATA SAI MANIKANTA CONSTRUCTIONS H6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out soft/loose soil all as specified and as directed. | 100 | Sqm | 50 ₹5,000 | 63 ₹6,300 | 85 ₹8,500 | 80 ₹8,000 | 60 ₹6,000 | 240 ₹24,000 | 72 ₹7,200 | 59 ₹5,900 | 89 ₹8,900 |
| 2.00 | Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation, etc., and getting out in soft/loose soil all as specified and as directed. | 67.65 | cum | 100 ₹6,765 | 495 ₹33,486.75 | 310 ₹20,971.50 | 325 ₹21,986.25 | 330 ₹22,324.50 | 320 ₹21,648 | 450 ₹30,442.50 | 347 ₹23,474.55 | 349 ₹23,609.85 |
| 3.00 | Material and Labour for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils all as specified and as directed. | 107.65 | cum | 50 ₹5,382.50 | 189 ₹20,345.85 | 115 ₹12,379.75 | 120 ₹12,918 | 340 ₹36,601 | 150 ₹16,147.50 | 162 ₹17,439.30 | 167 ₹17,977.55 | 75 ₹8,073.75 |
| 4.00 | Removing excavated soils not exceeding 1.5km but not exceeding 5km and depositing all as specified and as directed. | 48.04 | cum | 150 ₹7,206 | 819 ₹39,344.76 | 450 ₹21,618 | 400 ₹19,216 | 150 ₹7,206 | 300 ₹14,412 | 828 ₹39,777.12 | 266 ₹12,778.64 | 429 ₹20,609.16 |
| 5.00 | Material and Labour for Sand filling under floors or in foundations including watering and consolidation all as specified and as directed. | 180 | cum | 760 ₹1.4 L | 2,390 ₹4.3 L | 1,350 ₹2.4 L | 2,650 ₹4.8 L | 750 ₹1.4 L | 1,200 ₹2.2 L | 2,385 ₹4.3 L | 959 ₹1.7 L | 1,120 ₹2.0 L |
| 6.00 | Material and Labour for Plain Cement Concrete Type D2, 1:4:8 mix (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete all as specified and as directed. | 15.28 | cum | 3,900 ₹59,592 | 6,600 ₹1.0 L | 4,000 ₹61,120 | 5,500 ₹84,040 | 5,100 ₹77,928 | 3,200 ₹48,896 | 6,633 ₹1.0 L | 4,559 ₹69,661.52 | 3,459 ₹52,853.52 |
| 7.00 | Material and Labour for Plain Cement Concrete Type C2, 1:3:6 mix (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete all as specified and as directed. | 5.37 | cum | 4,100 ₹22,017 | 7,002 ₹37,600.74 | 5,100 ₹27,387 | 6,250 ₹33,562.50 | 6,000 ₹32,220 | 4,000 ₹21,480 | 7,029 ₹37,745.73 | 5,999 ₹32,214.63 | 3,740 ₹20,083.80 |
| 8.00 | Material and Labour for providing Cement Concrete type B2, 1:2:4 mix using 40mm graded stone aggregate as in foundations, filling and mass concrete /coping complete all as specified and directed by Engineer-in -charge. | 27.4 | cum | 5,000 ₹1.4 L | 7,722 ₹2.1 L | 6,300 ₹1.7 L | 7,250 ₹2.0 L | 6,900 ₹1.9 L | 3,700 ₹1.0 L | 7,839 ₹2.1 L | 6,179 ₹1.7 L | 4,010 ₹1.1 L |
| 9.00 | Material and labour for Second class hard-wood 40mm clean sawn with butt joint all as specified and as directed. | 152.01 | Sqm | 750 ₹1.1 L | 1,620 ₹2.5 L | 1,300 ₹2.0 L | 1,500 ₹2.3 L | 2,000 ₹3.0 L | 1,100 ₹1.7 L | 1,611 ₹2.4 L | 1,949 ₹3.0 L | 2,215 ₹3.4 L |
| 10.00 | Material and Labour for preparation of new wood surface of any description, not otherwise described, over 10cm width or girth applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed. | 152.01 | Sqm | 45 ₹6,840.45 | 189 ₹28,729.89 | 100 ₹15,201 | 120 ₹18,241.20 | 110 ₹16,721.10 | 65 ₹9,880.65 | 117 ₹17,785.17 | 104 ₹15,809.04 | 69 ₹10,488.69 |
Updated dates
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
20 May 2026, 6:00 pmClosed
GARRISON ENGINEER(P)No.2 (Navy) Visakhapatnam
GARRISON ENGINEER(P)No.2 (Navy) Visakhapatnam
PROVISION OF CERTAIN CIVIL WORKS AT GTO GROUND AT NAVAL SELECTION CENTRE, KRISHNARAYAPURAM, VISAKHAPATNAM
2026_MES_757907_4
8050/E8
Open Tender
Civil Works
180 days
Krishnarayapuram, Visakhapatnam
As per NIT
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER(P)No.2 (Navy) Visakhapatnam
₹89,000
Yes
22 May 2026
7 May 2026
21 May 2026
7 May 2026
20 May 2026
8 May 2026
7 May 2026 - 12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out soft/loose soil all as specified and as directed. | - | Sqm | 1 | - | itemH1Code1 |
| 2 | Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation, etc., and getting out in soft/loose soil all as specified and as directed. | - | cum | 1 | - | itemH1Code2 |
| 3 | Material and Labour for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils all as specified and as directed. | - | cum | 1 | - | itemH1Code3 |
| 4 | Removing excavated soils not exceeding 1.5km but not exceeding 5km and depositing all as specified and as directed. | 1 | cum | 1 | ₹1 | itemH1Code4 |
| 5 | Material and Labour for Sand filling under floors or in foundations including watering and consolidation all as specified and as directed. | - | cum | 1 | - | itemH1Code5 |
| 6 | Material and Labour for Plain Cement Concrete Type D2, 1:4:8 mix (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete all as specified and as directed. | 1 | cum | 1 | ₹1 | itemH1Code6 |
| 7 | Material and Labour for Plain Cement Concrete Type C2, 1:3:6 mix (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete all as specified and as directed. | - | cum | 1 | - | itemH1Code7 |
| 8 | Material and Labour for providing Cement Concrete type B2, 1:2:4 mix using 40mm graded stone aggregate as in foundations, filling and mass concrete /coping complete all as specified and directed by Engineer-in -charge. | 1 | cum | 1 | ₹1 | itemH1Code8 |
| 9 | Material and labour for Second class hard-wood 40mm clean sawn with butt joint all as specified and as directed. | 1 | Sqm | 1 | ₹1 | itemH1Code9 |
| 10 | Material and Labour for preparation of new wood surface of any description, not otherwise described, over 10cm width or girth applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed. | 1 | Sqm | 1 | ₹1 | itemH1Code10 |
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