Projects And Development India Limited Tender
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Projects And Development India Limited - PDIL Tender
Other Consultancy Services
Consultancy Services
Eprocure
Opening Date11 Mar 2022
Closing Date21 Mar 2022
Tender AmountRefer Documents
Costs
EMD
₹ 13,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PDIL_678392_1Bid Award Id
ViewTender No
PVMM/Service/21-22/E-26/101265Tender Authority
Projects And Development India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Engagement of agency for Geotechnical / Soil Investigation work for Proposed Grass Root POL CUF (Common User Facilities) Depot at Bajalta Jammu (J and K)
Engagement of agency for Geotechnical / Soil Investigation work for Proposed Grass Root POL CUF (Common User Facilities) Depot at Bajalta Jammu (J and K)
BOQ Items
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Collecting 100 mm nominal dia. undisturbed soil samples at every 1.0M interval up to 3.0M and at every 2.0M interval beyond 3.0M and at the change of strata from the bore holes at various locations and transporting all the collected samples to the laboratory for specified tests, complete in all respect as per scope of work and specifications and direction of Engineer-in-Charge.
210
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Performing Standard Penetration tests in the bore holes at specified interval and at the change of strata complete in respect as per specifications and direction of the Engineer-in-Charge.
210
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Collecting ground water samples from bore holes and transporting the same to the laboratory as per the scope of work, specification and direction of Engineer-in-Charge.
15
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Conducting Various laboratory tests on soil samples at an approved laboratory including preparation of soil samples to determine the following properties of soil, complete in all respect as per scope of work and specifications:
1
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A) Natural Water Content
210
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B) Bulk and Dry Density
210
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C) Specific Gravity and Void Ratio
15
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D) Liquid Limit and Plastic Limit
210
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E) Grain Size Analysis :
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i) Sieve Analysis
210
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ii) Hydrometer Analysis
15
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F) Unconfined Compression Test
15
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G) Direct Shear Test
15
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H) Triaxial Shear Tests
15
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i) Unconsolidated Undrained Test
15
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I) Consolidation Test
15
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J) Swelling Pressure Test
15
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K) Shrinkage Limit Test
15
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L) Proctor Density Test
15
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M) Differential free swell index test
15
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Conducting Chemical Test on soil Conducting Chemical Test on soil samples to determine pH Value, Sulphate Content and Chloride Content.
15
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Conducting Chemical Test on ground water samples to determine pH value, Sulphate content and chloride content.
15
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Conducting Electrical Resistivity test at locations within plot area, complete in all respects as per scope of work and specifications and direction of Engineer-in-charge.
8
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In-Situ California Bearing Ratio Test
4
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Submitting Draft / Interim Report in 3 (three) copies and Final Report in 3 (three) copies after the approval of Draft / Interim Report including all field records and laboratory test results, graphs, recommendations etc. for area wise / depth wise, complete in all respect as per scope of work and specifications. If pile is required, Then Type of pile, diameter and depth of pile. Depth of fixity, Pile capacity (in Compression, Tension & lateral Shear) & Structural details. This item also includes the rate for submission of step by step Methodology of Ground Improvement in all respect required in case of liquefaction effect on soil during Earthquake at Proposed Site. The report shall also include recommendation for stabilizing soil slope at 45 degree to 75 degree for max height of 30m.
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