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| Particulars | Details |
|---|---|
| Title |
Conducting Soil Investigation And Sub Soil Exploration Soil Testing For Reconstruction F Minor Bridge At Km 22/8 10 Of Panyam Banaganapally Road In Nandyal District
|
| Description |
Conducting Soil Investigation And Sub Soil Explration Soil Testing For Reconstruction Of Minor Bridge At Km 22/8 10 Of Panyam Banaganapally Road In Nandyal District
|
| Organisation | Information Technology, Electronics and Communications Andhra Pradesh | State Govt. and UT |
| Tender Id | 773537 |
|
Reference Number |
NIT.No.249/EE/RB/NDL/2024-2025/dt.04.12.2024. |
| Tender Fee | 75 |
| EMD | 2100 |
| Tender Value | - |
| Place | AP |
| Link |
View Original Tender Notice
https://tender.apeprocurement.gov.in |
| Start Date | December 11, 2024 03:30 |
| End Date |
Expired
24/12/2024
Expired 660 days ago |
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Providing structural and architectural consultancy for storm water covered drain in different wards of mc ramnagar, including, preparation of site plan/contouring, soil investigation, structural design, sub soil exploration and detail alsoetc 5th cal
Please refer to boq
Read moreProvn of drilling bore of 150 mm dia upto 10 mtr depths or refusal defined as where n is value 100 of more for 30 cm or part of penetration spt as described in specs documents,collection of disturbed and undisturbed soil sample at interval of 1 mtr or at change of strata or as per relevant is code as described in specs documents,to carry out the test to ascertain soil profiles or proportion to determine safe bearing capacity with field and lab investigation as described in specs documents,conduct lab test on disturbed soil samples as considered necessary according to relevant specification of is 2720 as described in specs documents,conducting lab test on undisturbed soil sample as considered necessary according to relevant specification of is 2720 as described as described in specs documents,ground water table as described in specs documents
Provn of drilling bore of 150 mm dia upto 10 mtr depths or refusal defined as where n is value 100 of more for 30 cm or part of penetration spt as described in specs documents,collection of disturbed and undisturbed soil sample at interval of 1 mtr or at change of strata or as per relevant is code as described in specs documents,to carry out the test to ascertain soil profiles or proportion to determine safe bearing capacity with field and lab investigation as described in specs documents,conduct lab test on disturbed soil samples as considered necessary according to relevant specification of is 2720 as described in specs documents,conducting lab test on undisturbed soil sample as considered necessary according to relevant specification of is 2720 as described as described in specs documents,ground water table as described in specs documents
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