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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC 147 A BASEMENT SANT NAGAR EAST OF KAILASH NEW DELHI 110 065 | SOUTH | DELHI | 110065 | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹5.6 L+₹79,960 (16.7%)Rejected-Finance 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | L2 | Rejected-Finance Other than lowest | |
| 3 | Rejected-Technical 849 1 BADDI SHITALPUR BADDI INDUSTRIAL AREA SOLAN 173205 | SOLAN | HIMACHAL PRADESH | 173205 | - | Rejected-Technical Non submission of required DD and EMD |
Tender Value
₹5.9 L
EMD Value
₹11,740
Closing Date
5 May 2023, 6:00 pmClosed
Garrison Engineer
GE (P) Central, Brichgunj Military Station, Port Blair-744103
SOIL INVESTIGATION FOR CONSTRUCTION OF 23 NOS OF QUARTERS ALONGWITH GUEST HOUSE AT PORT BLAIR
2023_MES_588519_1
8094/E8
Open Tender
Civil Works
Item Rate
60 days
Brichgunj Military Station, Port Blair
As per Tender Documents
8 documents required · 8 mandatory
₹500
Yes
GE (P) Central, Port Blair
₹11,740
Yes
21 Jun 2023
6 Apr 2023
11 May 2023
6 Apr 2023
5 May 2023
21 Apr 2023
Amount
M&L for carring out the soil investigation in respect of the soil investigation to cover field and laboratory studies includes:- Mobilisation of plants and equipments including men and materials as required at site of soil investigation setting of boring/ drilling as required and de-mobilisation of plants and equipments on completion of work etc complete (which includes conveyance of sample collected to testing lab as required for the purpose of testing).
Shifting of entire arrangement from one bore to another bore hole location and setting of boring / drilling rig as required / directed by Engineer-in-Charge.
Boring 150mm dia boreholes to any depth through following type of strata (a) Any type of soil
(b) Soft Rock
(c) Hard Rock
Collection of undisturbed soil samples at 3.0 mtrs intervals or at any change in 150mm bore thin wall tube of strata including waxing, sealing, packing, transporting etc complete.
Carry out standard penetration test (SPT) as per IS 2131 including collection of disturbed soil samples in bore holes at every 1.0 mtrs depth or at any change of strata and submit the report with all requisite data.
Conducting necessary test on all collection of DS/UDS/SPT samples which includes the determination of the following tests. (i) Shrinkage Limits, (ii) Atterberg Limits, (iii) Natural moisture content, (iv) Wet and dry density, (v) Particle size (soil grain size), (vi) Consolidation test, (vii) Triaxial shear test, (viii) Direct shear test, (ix) Specific gravity, (x) Crushing strength of rock sample, (xi) Testing of water sample, (xii) Free swelling index
Interstellar Testing Centre Private Limited
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