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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-Finance | ₹2.6 L | L1 | Accepted-Finance Admitted being the lowest |
| 2 | L2₹2.6 L+₹5,000 (1.92%)Rejected-Finance | ₹2.6 L+₹5,000 (1.92%) | L2 | Rejected-Finance Rejected being not the lowest |
| 3 | L3₹2.7 L+₹11,840 (4.55%)Rejected-Finance | ₹2.7 L+₹11,840 (4.55%) | L3 | Rejected-Finance Rejected being not the lowest |
| 4 | L4₹3.0 L+₹39,000 (15.0%)Rejected-Finance 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | ₹3.0 L+₹39,000 (15.0%) | L4 | Rejected-Finance Rejected being not the lowest |
| 5 | L5₹3.1 L+₹47,500 (18.3%)Rejected-Finance | ₹3.1 L+₹47,500 (18.3%) | L5 | Rejected-Finance Rejected being not the lowest |
Tender Value
₹3.5 L
Closing Date
9 Oct 2023, 6:00 pmClosed
Garrison Engineer (I)(CG) Chennai
Garrison Engineer (I) (CG) Military Engineer ServiceCGRA Meenambakkam Building No P 16 NGO Colony 4th Street Nanganallur Chennai 600 061
Job Order Soil Investigation for Construction of 40 Type-V Married Accommodation at Thalakancherry Chennai
2023_MES_620881_1
3001/WO/61/E3 dt 26 Sep 2023
Open Tender
Job Works
Item Rate
30 days
Garrison Engineer (I)(CG) Chennai
AS PER QUOTATION
3 documents required · 3 mandatory
₹0
Exempted
13 Oct 2023
27 Sept 2023
11 Oct 2023
27 Sept 2023
9 Oct 2023
29 Sept 2023
Amount
This job contains the following things.
(1) Mobilization of equipment for detialed soil investigation and shifting them location of boreholes and for in situ tests: Qty 1 Job. (2) 4 Bore holes 150 mm dia in any type of soil upto hard rock or 6 m (which ever is earlier) & 4 bore holes 150 mm dia at 10 m depth for conducting following activites: (a) Conduct of SPT at every 1.5m interval or change of starta whichever occurs earlier. (b) Collection of undistrubed soil samples (UDS) at every 1.5 m interval or changes of strata whichever occurs earlier (a minimum gap of 500 mm shall be ensured between SPT and collection of UDS Qty:- 64 mtr.
(3) Conducting of follwing laboratory tests as per relevant Indian standards (See IS 2720 (all parts) IS 1498 and IS 3025) on soil samples collected.
a) Test on distributed/undistributed soil samples:
Visual and engineering classification
Sieve analysis and hydrometer analysis with graphs.
Atterbergs limits (liquid limit, Plastic limit and shrinkage limit)
Specific gravity.
a) Test on undistributed soil samples:
Bulk Density and mositure content.
Uncofined compression test (on remoulded undistrubed sample)
Swelling Pressure (on undistrubed and remoulded sample)
Determination of C & phai values using Direct Shear ( Drained/Undrained) on remoulded or undistrubed sample) or Triaxial compresssion tests (on undisturbed) or remoulded sample) or vane shear test
(4) Conduct of following laboratory tests on rocks samples/core collected form boreholes as per relevant indian standards (See IS 2720 (all parts) and IS 1498, IS 9143, IS 13030,IS 9221, IS 8764, IS 9179,IS 10050, IS 10082,IS 10782,IS 12608,IS 13047, IS 3025)
Visual Classfication
Density
Specific gravity.
Hardness
Slake durability
Uniaxial compression test (both saturated and unsaturated)
Point load strength index
RQD (Rock Quality Designation)
Material and labour for vetting from the recognized Government engineering College or Anna University or the soil investigation
DECCAN ENGINEERS INDIA
Myrtle project and Consultancy Private Limited
Interstellar Testing Centre Private Limited
SAKTHI DEVELOPMENTS COY
Independent Consultants & Technocrates
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