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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance B 76 SECTOR 64 NOIDA GAUTAM BUDDHA NAGAR UTTAR PRADESH 201301 RATNESH RAI B 76 SECTOR 64 NOIDA 201301 NOIDA NOIDA UTTAR PRADESH 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance PLOT NO 15 STRUCTWEL PLOT NO 15 SECTOR 24 OFF SION PANVEL HIGHWAY TURBHE TURBHE NAVI MUMBAI 400 705 THANE MAHARASHTRA 400705 | THANE | MAHARASHTRA | 400705 | Admitted-Finance |
Tender Value
Refer Docs
Closing Date
21 Sept 2021, 2:15 pmClosed
LT COL JACKSON JOSE
GE (AF) NAGPUR
SOIL TESTING FOR CONSTRUCTION OF OFFICERS INSTITUTE AT VSN NAGPUR
2021_MES_470035_2
3035/37/E3
Open Tender
Miscellaneous Services
Works
40 days
GE (AF) NAGPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Exempted
22 Sept 2021
8 Sept 2021
22 Sept 2021
8 Sept 2021
21 Sept 2021
8 Sept 2021
DEMAND FOR JOB WORK :
1. Taking Trial bore of 100mm in soft silty/ clayey strata and of NX size in highly weathered/ Rock strata except in Granite & Quartzite Rock. For 6m/ BH x 1 Borehole = 6m (a) Field and Laboratory Testing: For soil: (i) Conducting Standard Penetration Test (SPT) at every 1.5 mtr. Interval in granular strata or collecting Undisturbed Sample (UDS) at every 1.5 mtr. Interval for clayey strata in lieu of SPT. (ii) Collecting Disturbed soil sample (DS) and water sample at site (iii) Carrying out laboratory Tests:- (aa) Grain size analysis (GSA) (ab) Atterberg Limits (ac) Free Swell Index (ad) Natural moisture content (ae) UU – Triaxial shear test/ UU – Direct shear test (As per soil type) (af) Consolidation test (Above laboratory test will be conducted as per strata encountered & type of soil samples collected from bores) For Rock:- Carrying out Laboratory Tests on rock core samples at every 1.50m depth if rock encounter in drilling including determining core recovery, rock quality designation (RQD) with preparation of samples (cutting/ grinding & facing), water absorption, specific gravity & unconfined compressive strength tests. Report:- Report in detail alongwith detailed Bore log report, calculations of allowable bearing capacity (SBC) at depth of 1.5m, 2.0m, 2.5m as per BIS code, discussion, & recommendations. 2. Mobilization:- Mobilization & demobilization of drilling machine, local shifting of machine, field-testing equipments and Manpower.
QA TESTING LABORATORIES PRIVATE LIMITED
Sankalp Civil Consultants
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