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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance BUDGAM JAMMU KASHMIR 191113 INDIA UDYAM JK 04 0000108 | BUDGAM | JAMMU AND KASHMIR | 191113 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical D 197 HARIHARNAGAR HARIHARNAGAR LUCKNOW UTTAR PRADESH 226016 | LUCKNOW | UTTAR PRADESH | 226016 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹13.4 L
EMD Value
₹26,760
Closing Date
27 Jul 2020, 6:00 pmClosed
Rajesh Bhagat
XEN PWD DIV NO II JAMMU
Soil Investigation Test for proposed New District Court Complex Jammu
2020_PWDJK_100553_1
49 of 2020-21
Open Tender
Civil Works
Item Rate
30 days
jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
Treasury Challan under MH 0059 indicating name
₹26,760
Yes
14 Aug 2020
16 Jul 2020
28 Jul 2020
17 Jul 2020
27 Jul 2020
17 Jul 2020
Amount
Mobilization of men and equipment at site for carrying out field work
Making 5 Bore holes of the following depths and each of 150mm dia, boring ground surface through normal soils as met at site i.e. sandy, silty, clayey strata of refusal whichever occurs earlier.
(a) Conducting standard penetration test in the boreholes at 1.5m interval or at every change of strata whichever is earlier. (b) Collecting undisturbed soil samples from each bore hole at 3m intervals or at every change of strata whichever is earlier using straight open end sampling tubes fitted to an adapter (with ball and socket arrangement) and using a standard SPT setup also collecting disturbed soil samples at 1.5m intervals or at every change of strata (c) Recording the ground water table level if observed up to the depth of exploration during boring work, withdrawing the casing pipes.
Liquid & Plastic Limits
Grain Size Distribution
Void Ratio/Porosity
Atterburg Limits
Sieve Analysis
Hydrometer Analysis
Triaxial Shear test
Direct Shear Test
Consolidation Test
Bulk & Dry Density, Specific Gravity
Natural Moisture Content / Water Absorption
Compressive Strength
Unconfined Compression Test
Poissons Ratio, Modulus of Sub grade Reaction
Test for quick sand condition
Conducting chemical tests to determine Ph, Sulphate & Chloride contents on
Soil Sample (03 Nos)
Water Sample (03 Nos)
(a) Submission of compressive soil report in triplicate and soft copy including recommendation regarding type of foundation with safe bearing capacity or load carrying capacity, along soil and water samples taken for lab tests, tabulated along with bore logs
(b) Submission of graphical representation and its classification © Gross and net safe bearing capacities for structures without basement, with single basement, with double basement (d) Retaining wall design parameters (e) Liquefaction potential of soil (f) Report including value of modulus of subgrade reaction of soil (g) Comments on slope stabilization for excavation and backfilling (h) Complete chart showing individual pile dia, pile capacity in tension and compression, pile capacity in shear etc, for under reamed and cast in situ pile. (i) Usages of excavated material for backfilling
Mount Geo Technical Services Pvt Ltd
SPACE ENGINEERS CONSORTIUM PRIVATE LIMITED
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fin_bid_open.pdf
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