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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27,200Accepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹47,500+₹19,800 (71.5%)Rejected-Finance | L2 | Rejected-Finance Being otherthan L1 |
Tender Value
₹48,000
Closing Date
30 Sept 2021, 6:00 pmClosed
RK PARASHARI OFFG AGE I AF MEMAURA
AGE(I) Air Force Stn Memaura
SOIL INVESTIGATION FOR PROVISION OF INDOOR BADMINTON COURT AT AF STN MEMAURA.
2021_MES_458209_3
303/JO/08/E3
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Job Works
Works
30 days
AF STN MEMAURA
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
Exempted
25 Nov 2021
17 Sept 2021
2 Oct 2021
17 Sept 2021
30 Sept 2021
17 Sept 2021
Amount
To carry out the test to ascertain in soil profiles/ proportion to determaine safe bearing capacity complete with field and lab investigation according to relevent IS specification of 1992-1993,2131 & 950 (part I), 6403, 1498 & 2720. Conducting soil investigation for following. (a) 150 mm dia bore holes as per IS specifiaction upto depth for each bore holes as specified below. (b) No of bore hole = 02 Nos (c) Collection of disturbed and undisturbed soil sample at interval of 1.00 mtr or at change of strate or as per relevant IS code. (d) Conducting (ab test on disturbed soil samples as considered necessary according to relevant IS specification of 2720 :- (i) Sleve analysis (ii) Atterbergs limit (iii) Natural moisture content (iv) Bulk density (e) Conducting lab test on undisturbed soil samples as considered necessary according to relevant IS specifiation of 2720 :- (i) Sleve analysis (ii) Atterberg's limit (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density (vi) Specific gravity (vii) Fee swell index and swelling properties of soil (viii) Organic mater in soil if any (ix) Consolidation test (compressed index valve) (x) Trixial compression test and determination of shear parameters (C & O test) as per relevant IS (xi) Harmful salt ( complete investigation as already ref) Note :- (a) Submission of Six copies of test reports with detailed description of field investigation soil classification and general nature of soil strata, water lable, intrepretation of test results, grains size distribution curves compressive index curves, site plan etc, caculation of bearing capacity will be governed generally as per IS 8009 (pt I) 1976, IS : 2720 (Pt II) 1980, IS 6403-1981, IS : 1904-1978 & IS:1080-1985 and other relevant IS codes. The SBC of soil need ot be worked out at depths of 1.20m, 1.50m and 2.00m from ground level. (b) Transportation charges incl leading and unloading of heavy girders, T & P technician etc complete from laboratory to site of work and back.
L.S. Test Lab LLP
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