Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.1 L+₹89,061 (4.90%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | L3₹19.6 L+₹1.4 L (7.95%)Rejected-AOC 6 NO BIJOY NAGAR SAI TOWER NAIHATI NAIHATI GARIFA WEST BENGAL 743165 UDYAM WB 14 0004481 | 24 PARAGANAS NORTH | WEST BENGAL | 743165 | L3 | Rejected-AOC L3 | |
| 4 | L4₹21.3 L+₹3.1 L (17.2%)Rejected-AOC 96 BARTHAKUR MILL ROAD ULUBARI KAMRUP ASSAM 781007 | KAMRUP METRO | ASSAM | 781007 | L4 | Rejected-AOC L4 | |
| 5 | L5₹36.3 L+₹18.2 L (100.0%)Rejected-AOC B 415 GANGA OSIAN SQUARE SURVEY NO 249 250 MANKAR CHOWK WAKAD WAKAD PUNE MAHARASHTRA 411057 | PUNE | MAHARASHTRA | 411057 | L5 | Rejected-AOC L5 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
2 Jul 2019, 12:00 pmClosed
CGM(PPandD)
O/o the MD, AEGCL. Bijulee Bhawan, Paltanbazar
Geotechnical Investigation for construction of 7 (Seven) nos Grid Substations at various locations in different districts of Assam under AEGCL
2019_AEGCL_13196_1
AIIB/Soil Investigation/2019/IFB
Open Tender
Consultancy
Works
40 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
AEGCL
₹50,000
18 Feb 2022
18 Jun 2019
2 Jul 2019
18 Jun 2019
2 Jul 2019
18 Jun 2019
Amount
Mobilization & Demobilization of team & Equipment to site and return
For each of the proposed Substations
Soil sample test in approved laboratory
Natural Moisture Content (35 nos. for 1 SS)
Particle Size Analysis
Sieve (17 nos. for 1 SS)
Mechanical Analysis (17 nos. for 1 SS)
Index Properties ( Liquid & Plastic Limits, shrinkage & Plasticity index) (35 nos. for 1 SS)
Bulk & Dry Density (35 nos. for 1 SS)
Unconfined Compression Test (35 nos. for 1 SS)
Shear Test by Triaxial Compression (21 nos. for 1 SS)
Direct Shear Test (21 nos. for 1 SS)
Consolidation test (Odometer) (21 nos. for 1 SS)
Chemical analysis for
Soil (2 nos. for 1 SS)
Sub-Soil water (2 nos. for 1 SS)
Making Test Bores on soil including taking out undisturbed and disturbed soil samples, maintaining driving records of standard penetration test at various depths in soil and furnishing the necessary report and data in bore log form in sextuplicate to the engineer.
Upto 15m depth from natural ground level (15Mx 12 Nos. BH) (180 RM for 1 SS)
PLT- Conducting Plate Load Test including all necessary arrangements. (1 no. for 1 SS)
Earth Resistivity test with four point Megger. (5 nos. for 1 SS)
Hydrometer Analysis
Standard Proctor Compaction Test
Relative Density (for sand)
California Bearing Ratio
Preparation and submission of report on soil investigation including recommendations as per specifications.
U.C.CONSULTANCY
P.K.DUTTA AND CO.
ESS FOUNDATION PVT.LTD
Genstru Consultants Private Limited
stage.html
html • 0.05 MB
tech_eval.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
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 .