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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹4.5 L+₹19,000 (4.41%)Rejected-Finance 96 BARTHAKUR MILL ROAD ULUBARI KAMRUP ASSAM 781007 | KAMRUP METRO | ASSAM | 781007 | L2 | Rejected-Finance Reasonable rates are higher than L 1 | |
| 3 | Rejected-Technical | - | Rejected-Technical APPLICATION AND DEMAND DRAFT NOT RECEIVED IN THIS OFFICE |
Tender Value
₹4.8 L
Closing Date
11 Jun 2020, 6:00 pmClosed
GE 868 EWS
GE 868 EWS PIN- 913 868 C/o 99 APO
SOIL INVESTIGATION FOR PROVN OF RETAINING WALL INFRONT OF BLDG NO 542 (PARA 35 WK) AT INF BN (PH-I) AT RANGAPAHAR MILITARY STATION
2020_MES_346054_1
3123/Job/01/E3
Open Tender
Job Works
Works
30 days
Rangapahar
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
GE 868 EWS
Exempted
5 Feb 2021
20 May 2020
13 Jun 2020
20 May 2020
11 Jun 2020
30 May 2020
20 May 2020 - 21 May 2020
Amount
Preparation of soil report by conducting soil investigation after making bore holes upto 30.00 meter. Depth or upto the depth of refusal, collecting, disturbed and undisturbed samples, conducting standard penetration test (SPT) and laboratory test like liquid limit, plastic limit, grain size analysis, hydrometer analysis, bulk density, moisture content. Specific gravity, triaxial shear test. Unconfined, compression test, differential tree swell test etc, as per relevant IS Codes. Calculation of bearing capacity for different kind foundation system viz shallow foundation (islolated/Raft), pile foundation etc with specific recommendation for suitability of foundation etc and preparation and submission of 06 copies of reports all complete including mobilisation of T&P as per requirement and direction of the Engr-in-Charge. Location Infront of Specialised Accn (Bldg No P-542) of constr under Inf Bn Phase I 06 Bore holes of 30.00 meter depth = 06 x 30.00 = 180.00 meter Note : Each bore hole will be measured upto depth of refusal or 30.00 m whichever is earlier.
Compilation of Field and Laboratory test results, Preparation of reports, Recommendation for different type of foundations, water table, submission of all report booklets 05 (Five) copies with CD 01 (One) copy including photographs & videography duly indicating the following :- (i) Evaluation of safe bearing capacity of the soil with respect to shear failure test and permissible settlement (Total and Differential) alongwith recommendation about type of foundation and minimum depth of foundation to be adopted. (ii) Evaluation of Pile Load capacity. (iii) Specific suggestions if any for Soil Treatment if required below foundation /ground floor / roads and type of treatment to be carried out. (iv) Bore log diagram duly showing the different layers of strata met alongwith their depths.
Vetting of geotechnical investigation report from NIT/IIT
ESS Foundation Pvt. Ltd.
stage.html
html • 0.04 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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