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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC Lowest 1 | |
| 2 | L2₹3.3 L+₹1,330 (0.41%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.3 L+₹1,530 (0.47%)Rejected-AOC 45 58 5 15A AKSHAYA NARASIMHANAGAR VISAKHAPATNAM 530 024 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530024 | L3 | Rejected-AOC L3 | |
| 4 | L4₹3.3 L+₹2,030 (0.62%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹3.3 L+₹3,030 (0.93%)Rejected-AOC DOOR NO 44 19 10 RAILWAY NEW COLONY BEHIND SIVALAYAM VISAKHAPATNAM AP 530016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | L5 | Rejected-AOC L5 |
Tender Value
₹3.3 L
Closing Date
20 Jun 2020, 6:00 pmClosed
GE Project Navy Visakhapatnam
GE Project Navy Visakhapatnam Station Road Visakhapatnam
SOIL INVESTIGATION FOR PROVISION OF DEFICIENT INLIVING SAILORS ACCOMMODATION AT INS DEGA VISAKHAPATNAM
2020_MES_348555_1
3000/e-Qtn/2020-21/02 dt 30 May 2020
Limited
Job Works
Item Wise
GE Project Navy Visakhapatnam
As per tender documents
3 documents required · 3 mandatory
₹0
Exempted
26 Jun 2020
30 May 2020
22 Jun 2020
30 May 2020
20 Jun 2020
30 May 2020
Amount
(a) Mobilisation and Demobilisation of rotary wash boring rig with all accessories and other necessary tools for boring (Transportation of men & material to site). (b) Soil investigation : Shifting of boring equipment with all accessories from one location to another boring location including all labour and materials(05 Nos) (c) BoriNg 150mm dia in all types of soils upto 20 m (or) upto hard strata (where SPT-N Value > 100 or refusal(05 Nos). (d) Drilling NX size boring up to 1m in to rock and collection of samples in hard rock(05 Nos) . (e) Carrying out standard penetration test (SPT) as per IS:2131-1963, at site at required depths up to refusal(05 Nos). (f) Laboratory Analysis : Carrying out laboratory tests on collected soil samples and testing on rock samples etc(05 Nos). (g) Preparation of Technical reports consists of geotechnical investigation date sheets, interpretation of results of lab tests & SBC including recommendations for foundation and submission of reports (06 sets) (h) Pile load capacity analysis and reports (In case of deep foundation is recommended) for two different size (dia meter) piles as directed
ARCHANA ENGINEERING ENTERPRISES
Velox Engineering Solutions Pvt Ltd
Helios Engineering Consultants
ANJALI ENTERPRISES
G S ASSOCIATES
SABA ENTERPRISES
SRI SAI BABA AGENCIES
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_389332.pdf
boq_comp_chart.xlsx
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details.html
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