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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.3 L+₹17,000 (5.45%)Rejected-Finance | L2 | Rejected-Finance Not L1 | |
| 3 | L3₹3.7 L+₹63,200 (20.3%)Rejected-Finance 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | L3 | Rejected-Finance Not L1 | |
| 4 | L4₹4.1 L+₹94,456 (30.3%)Rejected-Finance | L4 | Rejected-Finance Not L1 | |
| 5 | L5₹4.2 L+₹1.1 L (36.1%)Rejected-Finance | L5 | Rejected-Finance Not L1 |
Tender Value
₹4.6 L
EMD Value
₹9,200
Closing Date
19 Jul 2022, 6:00 pmClosed
GARRISON ENGINEER SOUTH DIGLIPUR
Garrison Engineer (South) Military Engineer Services, RK Gram, Diglipur North Andaman - 744 202
SOIL INVESTIGATION AND VARIOUS FIELD TESTS FOR PROVISION OF PERIMETER WALL WITH WATCH TOWER (QTY-02), CHAIN LINK FENCING, SECURITY LIGHT AND ASSOCIATED E/M AND B/R WORKS AT LAXMIPUR, DIGLIPUR
2022_MES_530115_1
8873/E8
Open Tender
Miscellaneous Works
Item Rate
120 days
Diglipur
ALL BIDDERS ENLISTED WITH MES IN CLASS E AND CAT ai AND UNENLISTED BIDDERS MEET MES
ENLISTMENT CRETERIA OF CLASS E AND CAT ai REFER NIT
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER SOUTH DIGLIPUR
₹9,200
Yes
30 Aug 2022
10 Jun 2022
20 Jul 2022
10 Jun 2022
19 Jul 2022
24 Jun 2022
11 Jun 2022 - 15 Jun 2022
Amount
M&L for carrying out the soil investigation to cover field and laboratory. Mobilization of plant and equipments including men and materials as required at site setting of boring/ drilling as required and de-mobilization of plant and equipment on completion of work etc complete (which includes conveyance of sample collect to testing lab as required for the purpose of testing).
Shifting and transportation of entire arrangement including men, materials from one bore to another bore location including and setting of bore for carrying out the test.
Boring 150 mm diameter bore holes to any depth through any type of soil strata.
Boring 150 mm diameter bore holes to any depth through Soft Rock strata.
Boring 150 mm diameter bore holes to any depth through Hard Rock strata.
Carrying out standard penetration test (SPT) as per IS 2131 including collection of disturbed soil sample in bore holes at every 1.00 metre depth or at any change of strata and submit the report with all requisite data.
Collection of undisturbed soil sample at 3.00 metres interval or at any change of strata in 100 mm bore thin wall tube of strata including waxing sealing packing transporting to the lab.
Conducting necessary tests on all collection of DS/ UDS/ SPT sample which includes the determination of :- (i) Shrinkage Limit (ii) Atterberg Limits (iii) Natural moisture content(iv) Wet and dry density (v) Plastic size (soil grain size / hydrometer analysis) (vi) Consolidation test (vii) Tri-axial shear test (viii) Specific gravity (ix) Direct shear test (x) Permeability test (xi) Testing of water sample (sulphates, chlorides & pH)-2 Sample (xii) Free swell index (xiii) Crushing strength of rock sample
Compilation of data and preparation and submission of report in 04 copies containing NSBC, SBC, Settlement test results, graphs, charts, calculations etc and recommendation for foundation.
M/s SS Associates
Interstellar Testing Centre Private Limited
Subudhi Technoengineers Pvt Ltd
Geo Foundations and Structures Pvt Ltd
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