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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | L1 | Accepted-AOC 1st Lowest | |
| 2 | L2₹4.4 L+₹1,301 (0.30%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹4.4 L+₹2,701 (0.61%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹4.4 L+₹3,626 (0.83%)Rejected-Finance DOOR NO 44 19 10 RAILWAY NEW COLONY BEHIND SIVALAYAM VISAKHAPATNAM AP 530016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | L4 | Rejected-Finance L4 | |
| 5 | L5₹4.5 L+₹10,700 (2.44%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹4.4 L
Closing Date
25 Jun 2020, 6:00 pmClosed
GE Project Navy Visakhapatnam
GE Project Navy Visakhapatnam Station Road Visakhapatnam-04
SOIL INVESTIGATION FOR PROVISION OF DEFICIENT SAILORS SINGLE LIVING ACCOMMODATION AT INS VIRBAHU VISAKHAPATNAM
2020_MES_348477_1
3000/e-Qtn/2020-20/E3 dt 30 May 2020
Limited
Job Works
Item Wise
GE P Navy Visakapatnam
As per tender
3 documents required · 3 mandatory
₹0
Exempted
25 Jul 2020
30 May 2020
27 Jun 2020
30 May 2020
25 Jun 2020
30 May 2020
Amount
(i) Mobilisation and Demobilisation of rotary wash boring ring with all accessories and other necessary tools for boring (Transportation of men & material to site). (ii) Soil investigation : Shifting of boring equipment with all accessories from one location to another boring location including all labour and materials(07 Nos) (iii) Borig 150mm dia in all types of soils upto 10 m (or) upto hard strata (where SPT-N Value > 100 or refusal(07 Nos). (iv) Drilling NX size boring up to 1m in to rock and collection of samples in hard rock(07 Nos) . (v) Carrying out standard penetration test (SPT) as per IS:2131-1963, at site at required depths up to refusal(07 Nos). (vi) Laboratory Analysis : Carrying out laboratory tests on collected soil samples and testing on rock samples etc(07 Nos). (vii) 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) (viii) 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
Helios Engineering Consultants
ANJALI ENTERPRISES
G S ASSOCIATES
SRI SAI BABA AGENCIES
SABA ENTERPRISES
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tech_eval.pdf
fin_eval.pdf
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finance_389261.pdf
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