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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-Finance | L1 | Accepted-Finance As per summary | |
| 2 | L2₹3.5 L+₹1.1 L (42.9%)Accepted-Finance | L2 | Accepted-Finance As per summary | |
| 3 | L3₹3.8 L+₹1.4 L (55.3%)Accepted-Finance | L3 | Accepted-Finance As per summary |
Tender Value
₹2.5 L
EMD Value
₹4,984
Closing Date
7 Sept 2020, 6:00 pmClosed
Garrison Engineer South Diglipur
Garrison Engineer (S) Diglipur, Prothrapur, Calicut - PO, Port Blair-744 105
PROVN OF RETAINING WALL CUM SECURITY COMPOUND WALL ALONGWITH STRENGHENTING OF EXISITING SECURITY COMPOUND WALL IN LOW LAYING AREA OF NEW OTM DHQ-9 DIGLIPUR (PARA 35 WORK) SURVEY AND SOIL INVESTIGAION
2020_MES_367972_1
3003/E-QTN/RFP/JOB/02/E3
Open Tender
Survey
Item Rate
180 days
Port Blair
Please refer Tender documents.
2 documents required · 2 mandatory
₹100
Garrison Engineer South Diglipur
₹4,984
Yes
16 Sept 2020
10 Aug 2020
9 Sept 2020
10 Aug 2020
7 Sept 2020
24 Aug 2020
11 Aug 2020 - 14 Aug 2020
Amount
(a) Mobilisation of plants and equipments including men and materials as required at site of soil investigation, setting of boring/ dilling as required and de-mobilisation of plants and equipments on completion of work etc complete (which includes conveyance of sample collected to testing lab as required for the purpose of testing). - {01 Job} (b) Drilling/ boring 150mm dia boreholes to any depth through following type of strata (i) Any type of soil- {32.50 Rm} (ii) Soft rock- 10 Rm} (iii) Hard rock- {7.50 Rm} (c) Carrying out Standard penetration test (SPT) including collection of disturbed soil samples in bore holes at every 1.5mtr depth or at any change of strata and submitting the report with all requisite data.- {15 Each} (d) Conducting necessary tests on all collected soil samples as per IS codes which includes the determination of:- {05 Each BORE HOLE} (i) Atterberg limits (ii) Natural moisture content (iii) Wet and dry density (iv) Soil/ Particle grain size using sieve hydrometer analysis (v) Triaxial shear test (c & ɸ determination) (vi) Shrinkage limit (vii) Consolidation test (viii) Specific gravity test of sand/ rock (ix) Crushing strength of rock smples (x) Permiability test (xi) Testing of water samples (02 samples) and liquid and plastic limits (xii) Free swelling index (g) Preparation and submission of report in 04 copies containing in 04 copies NSBC, SBC & settlement test results, graphs, charts, calculation etc and recommendation for foundation {05 Job}.
S.M. Consultants
Architecture & Engineering Consultancy Services (P) Ltd.
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tech_eval.pdf
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