Tender For Soil Investigation For Provision Of Deficient In- Living Accommodation And Allied Amenites At Otm Complex Cgae At Nedumbassery, Kochi 8334 /E8
Tender Value
1.70 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
16 days left
EMD
3400
Bank guarantee accepted
Document Fee
300
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ernakulam → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Soil Investigation For Provision Of Deficient In- Living Accommodation And Allied Amenites At Otm Complex Cgae At Nedumbassery, Kochi 8334 /E8
BOQ
| Sl. No. | Item Description |
| 1 | PART-I Mobilization & Demobilization |
| 2 | 1.Making necessary arrangement Mobilization & Demobilization for of equipment tools & plants, personnel, etc. required for soil investigation and their removal after satisfatory completion of work, in land including slushy areas. Shifting of entire arrangemnt from one bore to another bore hole location and setting of boring/drilling rig as required (03 Nos Bore holes). |
| 3 | PART-II FIELD TESTS |
| 4 | 2.Boring 150 mm dia bore holes to any type of soil/Rock to a depth of 75M or upto depth where N >50, whicever is earlier below the ground level by using rotary drill method in terms of IS: 1892 (03) Nos Bore holes) (Min depth of boring 75 M). |
| 5 | 3.Collection of undisturbed soil sample (UDS) at 3.0m intervals or at any change of stratas in 100 mm bore thin walled tube including waxing, sealing, packing, and transporting to the lab (03) Nos Bore holes). |
| 6 | 4.Carrying out Standard Penetration Test (SPT) including collection of disturbed soil samples in bore holes at every 1.50 M depth or any change of strata and submit the report with all requisite data (03 Nos Bore holes) |
| 7 | 5.Collecting water samples from all Bore holes. |
| 8 | PART-III: LABORATORY TESTS as per IS: 1892 (For all 03 Nos Bore holes) |
| 9 | 6. Conducting necessary (laboratory) tests on all collected samples (for all 3 bore holes) which includes the determination of: |
| 10 | (a) Atterberg limits.(b) Natural moisture content.(c) Wet and dry density.(d) Soil / particle size using seive hydrometer analysis.(e) Tri- axial shear test C & D.(f) Shrinkage Limit.(g) Consolidation test.(h) Crushing strength of rocks samples, degree of weathering (CR value) and ROD of rock samples.(j) Permeability test. |
| 11 | (k) Chemical analysis on Soil samples.(1) Chemical analysis on Water samples on various depth.(m) Standard and Modified Protocor's density test.(n) Vane shear test.(0) Salinity test.(p) Grain size analysis, identification & classification of soil.(q) Liquid limit, plastic limit, shrinkage limit, plasticity index.(r) Shear Parameters (C- Phi Analysis).(s) Depth of Water Table below Ground Level. |
| 12 | Part-IV: REPORT |
| 13 | Completing and analysis of laboratory and fields test results along with detailed recommendation duly vetted by IIT/NIT/Govt Engg. College for selection of type of foundation with supporting design details of requirement including following. |
| 14 | Calculate: |
| 15 | (a) For open foundations, SBC at D-1.5m, 2m, 2.5m & 3m from shear as well as settlement criteria. SBC value shall be calculated based on C-Phi analysis as wel as SPT value. For Calculations, formulae given in IS: 6403 shall be used.(b) If pile foundation are required then depth of piles shall be mentioned and pile capacity in compression, uplift & lateral loads shall be given for 300, 400, 450, 500 dia for under reamed piles & for 450, 500, 550, 600, 650, 700, 750, 800, 900 mm dia long piles.(c) Recommendations regarding type of foundation to be adopted & net SBC/ pile capacities to be adopted shall be given.(d) Recommendations shall be given regarding stability of soil and soil stabilization required, if any(e) Bore log details share be as per Appx 'D' of IS: 1892. N values depth wise shall also be shown in bore log details.(f) If hard soil with lesser than N Values as specified in Table- 1 of IS: 1893 (Part-1) 2016 is encountered, then evaluation of liquifection potential shall be assessed and remedial actions to be adopted shall be specified. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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