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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | L1 | Accepted-AOC As per BOQ | |
| 2 | L2₹2.5 L+₹12,000 (4.97%)Rejected-Finance 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | L2 | Rejected-Finance As per BOQ | |
| 3 | L3₹2.9 L+₹43,650 (18.1%)Rejected-Finance | L3 | Rejected-Finance As per BOQ | |
| 4 | L4₹3.0 L+₹58,175 (24.1%)Rejected-Finance | L4 | Rejected-Finance As per BOQ | |
| 5 | L5₹3.0 L+₹58,900 (24.4%)Rejected-Finance | L5 | Rejected-Finance As per BOQ |
Tender Value
₹3.0 L
EMD Value
₹6,100
Closing Date
14 Sept 2022, 3:00 pmClosed
Director
Deep Bhavan , 44 BS Road, Phoenix bay, Port Blair South Andaman
Soil Investigation for Construction of RCC Framed Tower of 15 m Height in place of Existing tower at Rutland Island.
2022_DGLL_706682_1
CM-PB-02034/1/2022-CM-PB
Open Tender
Civil Works
Item Rate
60 days
Rutland Island
Please refer Tender documents.
14 documents required · 14 mandatory
₹0
₹6,100
Yes
Deep Bhavan, DLL Port Blair
7 Dec 2022
12 Aug 2022
15 Sept 2022
12 Aug 2022
14 Sept 2022
12 Aug 2022
23 Aug 2022
Amount
M & L for carrying out the soil investigation to cover field and laboratory studies includes.
Mobilisation of plants and equipments including men and materials are required at site, setting of boring/ drilling as required and demobilization of plants and equipments on completion of work etc complete (which included conveyance of sample collected to testing lab as required for the purpose of testing)
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 3.0 m intervals or at any change of strata in 100 mm bore thin walled tube including waxing, sealing, packing, transporting to the job.
Carrying out Standard Penetration Test (SPT) as per IS 2131 including collection of disturbed soil samples in bore holes at every 1.50 mtr 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 samples which includes the determination of:-
(i) Shrinkage Limits, (ii) Alterberg's Limits, (iii) Natural Moisture Content, (iv) Wet and Dry density, (v) Particle size (Soil Grain Size) (vi) Consolidation test, (vii) Triaxial shear test, (viii) Soluble salt Content (Chloride & Suplhate) (ix) specific gravity, (x) Crushing strength of rock sample, (xi) Testing of water samples, (xii) Free swell index, (xiii) Permeability test.
Compilation of data and preparation and submission of report in 4 Copies containing NBSC, SBC, settlement test result graphs, charts, calculation etc and recommendation for foundation.
Interstellar Testing Centre Pvt Ltd
S3 CONSULTANTS
Geo Foundations and Structures Pvt Ltd
S.M. Consultants
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