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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹5.4 L+₹2.7 L (102.5%)Rejected-AOC | L2 | Rejected-AOC L2 bidding |
Tender Value
Refer Docs
Closing Date
28 Jun 2021, 4:00 pmClosed
Director of Lighthouses and Lightships, Goa
Deep Bhavan, Near GMC Stadium, Bambolim.
Soil Investigation Work for proposed new Directorate Office and Staff Quarters.
2021_DGLL_632756_1
CM-Goa-02012/1/2021-Civil Maintenance
Open Tender
Civil Works
Works
15 days
Directorate of Lighthouses and Lightships
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
Director of Lighthouses and Lightships
Exempted
Directorate of Lighthouses and Lightships, Goa
27 Aug 2021
7 Jun 2021
29 Jun 2021
7 Jun 2021
28 Jun 2021
7 Jun 2021
7 Jun 2021 - 28 Jun 2021
25 Jun 2021
Amount
Providing rotary core drilling equipment, compressors, etc. complete at site and returning the same on completion as directed including cost of loading, unloading, transportation and storage at the work site if required including obtaining necessary permissions if required from Road transport authorities, state entry and exit formalities of Goa state Government
Setting of rig at each borehole location Erect, dismantle and move boring rig with drilling equipment at each bore-hole complete as directed.
Carry out Standard Penetration Test (SPT), Collection of Disturbed Sample at identifiable Change of Strata and at Every 1.5 m interval or More complete as directed
Collection of Undisturbed Soil Sample by Shelby Tube complete as directed
Drilling exploratory boreholes of 100 mm As diameter, in all types of soil, murum, boulders etc as per specification by calax machines or equivalent etc complete as directed
Drilling exploratory boreholes of weathered rock/ rock with T.C with diamond drill bit with core run not more than 1.5m & collecting rock sample using single tube core barrel by calax machines or equivalent etc complete as directed.
Providing core boxes of jungle wood of size 1.25m x 0.6m x 0.15m for preserving core samples with metal hinges, hasp and staple etc. complete.
Excution of laboratory test and submision of test results in standard format of sub-soil investigation.
Soil Physical Tests -\nMoisture contents and Dry density
Atterberg limit ( Liquid limit, plastic limit & Plasticity Index )
Specific Gravity
Direct Shear Test
Unconfined Compression Strength Test at 12m depth
Triaxial Compressive Test
Sieve plus Hydrometer Analysis
California Bearing Ratio
Field Density(3 Cores) Without Travelling with Standard Proctor
Field Density(3 Cores) Without Travelling with Modified Proctor
Soil/Rock-Che.Analysis-BS:1881\npH
Chloride
Sulphate
Silica(SiO2)
Alumina (AI203)
Unconfined Crushing Strength
Soil / Rock - Chemical Analysis (Ph/Cl/SO3)\nPhosphorous
Sulphur Trioxide
Preparation and submission of Geo-technical investigation report with recommendation
Technik Associates
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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