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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC | ₹2.2 L | L1 | Accepted-AOC As per BOQ |
| 2 | L2₹2.7 L+₹51,740 (23.6%)Rejected-Finance | ₹2.7 L+₹51,740 (23.6%) | L2 | Rejected-Finance As per BOQ |
| 3 | L3₹2.8 L+₹59,480 (27.1%)Rejected-Finance | ₹2.8 L+₹59,480 (27.1%) | L3 | Rejected-Finance As per BOQ |
| 4 | L4₹2.8 L+₹65,400 (29.8%)Rejected-Finance | ₹2.8 L+₹65,400 (29.8%) | L4 | Rejected-Finance As per BOQ |
Tender Value
₹2.8 L
EMD Value
₹5,700
Closing Date
30 Mar 2022, 3:00 pmClosed
Director
O/o the Directorate of Lighthouses and Lightships, 44 BS Road, Deep Bhawan, Port Blair
Sub-Soil Investigation for Re-Construction of Staff Quarters at Junglighat, Port Blair.
2022_DGLL_677797_1
AN/GM(2)/2022(Tender)
Open Tender
Civil Works
Works
30 days
Junglighat, Port Blair
As per tender document
13 documents required · 13 mandatory
₹0
₹5,700
Yes
11 May 2022
9 Mar 2022
31 Mar 2022
9 Mar 2022
30 Mar 2022
9 Mar 2022
9 Mar 2022 - 11 Mar 2022
Amount
Mobilization and shifting of equipments with manpower to site and demobilization, carrying out drilling at site, packing and tagging of samples, transportation of samples to laboratory for testing etc. all complete including supply of all materials, labours, tools etc. complete as directed by the Engineer In Charge.
Boring 150 mm dia bore holes to any depth through the following types of strata
Any type of soil
Soft Rock
Hard Rock
Collection of undisturbed soil samples at 2 m intervals in 100 mm bore thin wall tube of strata complete including supply of all materials, labours, tools, etc. complete as directed by Engineer In Charge.
Carrying out Standard Penetration Test (SPT) as per IS 2131 including collection of disturbed soil samples in bore holes at every 1.0 m interval upto 6.0 m depth and 2.0 m interval below 6.0 m depth or at any depth or at any change of strata and submit the report with all requisite data.
Conducting necessary tests on all collection of DS/UDS/SPT samples which includes the determination of the following tests (i) Shrinkage Limits, (ii) Alterberg's Limits, (iii) Natural Moisture Content, (iv) Wet and Dry density, (v) Particle size analysis, (vi) Consolidation test, (vii) Triaxial shear test, (viii) Direct shear test, (ix) specific gravity, (x) Crushing strength of rock sample, (xi) Testing of water samples, (xii) Free swell index, (xiii) Soluble salt.
S.M. Consultants
Architecture & Engineering Consultancy Service (P) Ltd.
Mishra Engineers
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