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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-Finance | L1 | Accepted-Finance Admitted being the lowest | |
| 2 | L2₹1.9 L+₹39,800 (26.7%)Rejected-Finance | L2 | Rejected-Finance Rejected being not the lowest | |
| 3 | L3₹2.1 L+₹64,640 (43.3%)Rejected-Finance | L3 | Rejected-Finance Rejected being not the lowest | |
| 4 | L4₹2.1 L+₹65,800 (44.1%)Rejected-Finance 2ND FLOOR PLOT NO E 19 104 155 BLOCK E P NO 19 SECTOR 3 ROHINI NORTH WEST DELHI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | L4 | Rejected-Finance Rejected being not the lowest | |
| 5 | L5₹2.3 L+₹80,800 (54.2%)Rejected-Finance 16 176 A BHARATHI PURAM NAGAI NAGAR DINDUGUL 3 | DINDUGUL | DINDIGUL | TAMIL NADU | L5 | Rejected-Finance Rejected being not the lowest |
Tender Value
₹2.3 L
Closing Date
20 Jun 2022, 6:00 pmClosed
Garrison Engineer (I)(CG) Chennai
Garrison Engineer (I)(CG) Military Engineer services Second Floor CG DHQ No 5(TN) No 4 and 4 A Clive Battery complex Rajaji Salai Chennai 600001
JOB ORDER FOR Soil investigation Provn of deficient Md Accn (type IV special type V) at new CGRA Mandapam camp under GE(I) CG Chennai
2022_MES_529134_1
3002/JOB/02/E3
Open Tender
Miscellaneous Services
Item Rate
15 days
Garrison Engineer (I)(CG) Chennai
All as per tender documents
3 documents required · 3 mandatory
₹0
Exempted
22 Jun 2022
7 Jun 2022
22 Jun 2022
7 Jun 2022
20 Jun 2022
8 Jun 2022
Amount
Mobilization & De – mobilization of wash boring rigs, with all accesseories, testing Equipment and other necessary equipment & tool (Rate includes tranportation of men & material to site
Geotechnical Investigation: Shifting of boring equipement with accessories from one location to another boring location including all labour and materials, Boring 150 mm dia in all type of soils and field works by catyx up to the depth of 10 mtr or upto reach rock strata before 10mtr where N value is obtained about more than 50-100 . conducting pentration test at the change of layers and at specified intervals of 1.5 mtr. The relative density of cohesionless soil and consistency of soil samples to be collected at every 1.5 mtr. Collecting both disturbed and un disturbed soil sample at every 1.5 mtr. and also collecting both disturbed and undisturbed soil samples at change of layers and at specified intervals as per site conditions. Perfroming relevance laboratory test on the sample collected.
On Soil Samples :
i. Natural Moisture content *
ii. Grain Size Analysis *
iii. Liquid Limit *
iv. Plastic Limit *
v. Specific gravity
vi. Shear Strength (Ø) *
vii. Cohesive Strength *
viii. Depth of Water Tble
On Rock Samples :
i. Core Recovery
ii. Rock Quality Designation
iii. Crushing Strength
iv. Water Absorption Test
Drilling of soil beyond 10 mtr to 15 mtr depth at each 01 mtr depth beyond 10 mtr.
Preparation and submission of detailed technical soil investigation report contains the soil profiles results, analysis of field investigations, the details of various field and laboratory test results, Safe Bearing Capacity or Pile carring capacity, recommendations regarding type and depth of foundation. The Report will be submitted in 3 hard copies and 1 soft copy.
Obtaining the vetting from the recognized Government engineering College or Anna University for the soil investigation report for 4 bore holes
Ashhirwaad Analytical Laboratory
VKP GEOTECH
MEENAKSHI GEOTECH
S KUMARAN
Das Material Testings Pvt. Ltd.
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