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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹5.7 L+₹58,136 (11.3%)Rejected-Finance | L2 | Rejected-Finance Second Lowest | |
| 3 | Rejected-Technical 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | - | Rejected-Technical incomplete documents received | |
| 4 | Rejected-Technical 2ND FLOOR PLOT NO E 19 104 155 BLOCK E P NO 19 SECTOR 3 ROHINI NORTH WEST DELHI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | - | Rejected-Technical incomplete documents received | |
| 5 | Rejected-Technical | - | Rejected-Technical incomplete documents received |
Tender Value
₹7.0 L
EMD Value
₹14,060
Closing Date
24 Jun 2022, 6:00 pmClosed
GE (P) Central Brichgunj Port Blair
GE (P) Central Brichgunj Port Blair
SOIL INVESTIGATION FOR PROVISION OF CIVIL WORKS FOR AIRCRAFT ARRESTMENT GEAR (AAG), AT INS UTKROSH PORT BLAIR
2022_MES_528960_1
8084/E8
Open Tender
Civil Works
Item Rate
60 days
GE (P) Central Brichgunj Port Blair
As per Tender documents
2 documents required · 2 mandatory
₹500
GE (P) Central Brichgunj Port Blair
₹14,060
Yes
29 Jul 2022
6 Jun 2022
1 Jul 2022
6 Jun 2022
24 Jun 2022
10 Jun 2022
6 Jun 2022 - 9 Jun 2022
Amount
Making necessary arrangement for mobilisation and demobilisation of equipments, tools & plant required for soil investigation and their removal after completion of work.
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
Drilling / Boring 150 mm dia bore holes up to 10. mtr depth through following type of strata :- (a) Any type of soil
Ditto all as per sl item No 03 but Soft Rock
Ditto all as per sl item No 03 but Hard Rock
Carrying out Standard Penetration Test (S.P.T) including collecting of disturbed soil samples in bore holes at every 1.00 M depth or any change of strata and submit the report with all requisite date.
Collection of undisturbed soil sample at 2.00M intervals or at any change of strata in 100 mm bore thin walled tube including waxing sealing packing and transporting to the lab
Conducting necessary tests on all collected samples which includes the determination of :- (a) Atterberg limits (b) Natural moisture content (c) Wet and dry density (d) Soil / Particle size using seive hydrometer analysis (e) Tri-axial shear test C & Q determination (f) Shrinkage limit (g) Consolidation test (h) Specific gravity test for sand/rock (j) Crushing strength of rock samples (k) Permeability test (l) soluble salt contents (m) Free swell index (n)Testing of water sample
Geo Foundations and Structures Pvt Ltd
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