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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹1.4 L+₹3,550 (2.58%)Rejected-Finance | L2 | Rejected-Finance L2 BIDDER | |
| 3 | L3₹1.4 L+₹5,195 (3.78%)Rejected-Finance | L3 | Rejected-Finance L3 BIDDER |
Tender Value
₹1.4 L
EMD Value
₹2,896
Closing Date
18 Jul 2019, 9:00 amClosed
Lt Col Varun Kumar
GE (P) North Port Blair
Soil Investigation (Repair/Reconstruction of damaged perimeter wall at various locations at INHS Utkrosh, Port Blair
2019_MES_261465_1
3003/QTN/RFP/04/E3 dt 21 Jun 2019
Open Tender
Civil Works
Works
INS Utkrosh
Ref tender documents
2 documents required · 2 mandatory
₹100
Yes
GE (P) North Port Blair
₹2,896
Yes
GE (P) NOrth Port Blair
14 Jul 2020
21 Jun 2019
19 Jul 2019
21 Jun 2019
18 Jul 2019
21 Jun 2019
21 Jun 2019 - 18 Jul 2019
21 Jun 2019
NOTE: The prepriced rate indicated as 0.00 under Col.6 and as 0.000 indiacted under Col No 14 to 20 signifies this fact only. Bidder shall insert their rates in Green filed under Col-6. and other charges like Taxes, ED, Freight etc are shall filed in the respective Col
(1) M&L for carrying out the soil investigation in respect of the soil investigation to cover field work and laboratory studies includes: Mobilization of plants and equipments including man and materials required at site of soil investigation setting of boring / drilling as required and demobilization of plants and equipments on completion of work at site. Completion work etc (which includes conveyance of samples collected to testing lab as required for the purpose of testing. Job 01 (One) (2) Shifting of entire equipments, tools and plants of boring / drilling from one bore to another bore hole location and setting for boring/ drilling as required / directed by Engineer-in-charge. Each 01 (One) (3) Boring 150 mm dia bore holes to any depth through following type of strata :- (a) Any type of soil - 14 (RM) (b) Soft Rock - 04 (RM) (c) Hard Rock - 02 (RM) (4) Collection of undisturbed soil sample at every 3M intervals or at any change of strata in 100 mm bore thin walled tube including waxing, sealing, packing and transporting to the lab. - 06 Each (5) Carrying out Standard Penetration Test (S.P.T) as per IS 2131 including collection of disturbed soil samples in bore holes at every 1.5 M depth or any change of strata and submit the report with all requisite data. - 08 Each (6) Conducting necessary tests on all collected samples which includes the determination of :- - 02 ch bore h (i) Atterberg limits (ii) Natural moisture content (iii) Wet and dry density (iv) Soil / Particle size using seive hydrometer analysis (v) Tri-axial shear test C & Q determination (vi) Shrinkage limit (vii) Consolidation test (viii) Specific gravity test for sand/rock (ix) Crushing strength of rock samples (x) Permeability test (xi) Testing of water Sample (02 samples) (xii) Free swelling index (xiii) Soluble salt content (chloride and sulphate) (7) Compilation of data and submission of reports in 4 copies containing NSBC, SBC, Settlement test results, graph charts, calculation etc. and recommendation for foundation. - 01 Job
Geo Foundations and Structures Pvt Ltd
Architecture & Engineering Consultancy Services (P) Ltd.
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