Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.1 LAccepted-AOC DOOR NO 65 4 426 2 SANTHIGIRI COLONY GAJUWAKA POST GAJUWAKA VISAKHAPATNAM 530 026 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530026 | L1 | Accepted-AOC Being Lowest Tenderer | |
| 2 | L2₹39.8 L+₹72,807.08 (1.86%)Rejected-Finance 37 10 149 1 AYYAPPA NAGAR MURALINAGAR EAST VISAKHAPATNAM 530 007 INDIA | VISAKHAPATANAM | ANDHRA PRADESH | 530007 | L2 | Rejected-Finance Not lowest | |
| 3 | L3₹40.2 L+₹1.1 L (2.91%)Rejected-Finance | L3 | Rejected-Finance Not lowest | |
| 4 | L4₹44.4 L+₹5.3 L (13.6%)Rejected-Finance D NO 71 31 252 DURGANAGAR MALKAPURAM VISAKHAPATNAM 530011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | L4 | Rejected-Finance Not lowest | |
| 5 | L5₹44.5 L+₹5.4 L (13.9%)Rejected-Finance | L5 | Rejected-Finance Not lowest |
| 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 Lowest | 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 Lowest | 495 ₹33,486.75 | 310 ₹20,971.5 | 325 ₹21,986.25 | 330 ₹22,324.5 | 320 ₹21,648 | 450 ₹30,442.5 | 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 ₹5,382.5 Lowest | 189 ₹20,345.85 | 115 ₹12,379.75 | 120 ₹12,918 | 340 ₹36,601 | 150 ₹16,147.5 | 162 ₹17,439.3 | 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 Lowest | 819 ₹39,344.76 | 450 ₹21,618 | 400 ₹19,216 | 150 ₹7,206 Lowest | 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 ₹1,36,800 | 2,390 ₹4,30,200 | 1,350 ₹2,43,000 | 2,650 ₹4,77,000 | 750 ₹1,35,000 Lowest | 1,200 ₹2,16,000 | 2,385 ₹4,29,300 | 959 ₹1,72,620 | 1,120 ₹2,01,600 |
| 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 ₹1,00,848 | 4,000 ₹61,120 | 5,500 ₹84,040 | 5,100 ₹77,928 | 3,200 ₹48,896 Lowest | 6,633 ₹1,01,352.24 | 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 ₹33,562.5 | 6,000 ₹32,220 | 4,000 ₹21,480 | 7,029 ₹37,745.73 | 5,999 ₹32,214.63 | 3,740 ₹20,083.8 Lowest |
| 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 ₹1,37,000 | 7,722 ₹2,11,582.8 | 6,300 ₹1,72,620 | 7,250 ₹1,98,650 | 6,900 ₹1,89,060 | 3,700 ₹1,01,380 Lowest | 7,839 ₹2,14,788.6 | 6,179 ₹1,69,304.6 | 4,010 ₹1,09,874 |
| 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 ₹1,14,007.5 Lowest | 1,620 ₹2,46,256.2 | 1,300 ₹1,97,613 | 1,500 ₹2,28,015 | 2,000 ₹3,04,020 | 1,100 ₹1,67,211 | 1,611 ₹2,44,888.11 | 1,949 ₹2,96,267.49 | 2,215 ₹3,36,702.15 |
| 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 Lowest | 189 ₹28,729.89 | 100 ₹15,201 | 120 ₹18,241.2 | 110 ₹16,721.1 | 65 ₹9,880.65 | 117 ₹17,785.17 | 104 ₹15,809.04 | 69 ₹10,488.69 |
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
15 May 2026, 11:00 amClosed
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
Item Rate
180 days
Krishnarayapuram, Visakhapatnam
As per NIT
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER(P)No.2 (Navy) Visakhapatnam
₹89,000
Yes
12 Jun 2026
7 May 2026
16 May 2026
7 May 2026
15 May 2026
8 May 2026
7 May 2026 - 8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 | - |
| 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 | - |
| 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 | - |
| 4 | Removing excavated soils not exceeding 1.5km but not exceeding 5km and depositing all as specified and as directed. | 1 | cum | 1 | ₹1 |
| 5 | Material and Labour for Sand filling under floors or in foundations including watering and consolidation all as specified and as directed. | - | cum | 1 | - |
| 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 |
| 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 | - |
| 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 |
| 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 |
| 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 |
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.56 MB
Tender8050IVthcall.pdf
Tender Documents • 1.14 MB
BOQ_855527.xls
BOQ • 0.36 MB
DatecorrigendumL.pdf
PDF • 0.25 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .