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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69,620Accepted-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | ₹69,620 | L1 | Accepted-Finance BEING L1 |
| 2 | L2₹99,969.60+₹30,349.60 (43.6%)Rejected-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 | ₹99,969.60+₹30,349.60 (43.6%) | L2 | Rejected-Finance BEING L2 |
| 3 | L3₹1.2 L+₹53,100 (76.3%)Rejected-Finance | ₹1.2 L+₹53,100 (76.3%) | L3 | Rejected-Finance BEING L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Enlistment letter is not valid due to validity expire on 2018 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Copy of enlistment letter not found attached |
Tender Value
Refer Docs
Closing Date
19 Aug 2022, 3:00 pmClosed
LT COL SANJAY KUMAR
GE (AF) VSN NAGPUR 440007
SOIL TESTING FOR PROVN OF OTM ACCN FOR 11 LU AT VAYUSENA NAGAR NAGPUR
2022_MES_540391_1
3035/04/E3
Open Tender
Miscellaneous Services
Works
40 days
GE (AF) NAGPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Exempted
2 Sept 2022
23 Jul 2022
20 Aug 2022
23 Jul 2022
19 Aug 2022
23 Jul 2022
DEMAND FOR JOB WORK :
1 Taking Trial bore of 100mm in soft silty/ clayey strata and of NX size in highly weathered/ rock strata exept in granite & Quartzite Rock for 6m/ BH x 1 Borehole = 6m (a) Field and laboratory testing For soil:- (a) 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 clayeystrata in lieu of SPT. (b) Collecting disturbed soil sample (DS) and water sample at site. (c) Carrying out laboratory tests. (i) Grain size analysis (GSA) (ii) Atterberg limits (iii) Free swell Index (iv) Natural moisture content (v) UU-Triaxial shear test/ UU-direct shear test (As per soil type) (vi) Consolidation test (Above laboratory test will be conducted as per strata encountered & type of soil samples collected from bores) For Rock:- Carrying out Laboratory Test on rock core samples at every 1.50 m 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 test. Report:- Report in detail alongwith detailed Bore log calculation of allowable bearing capacity (SBC) as per BIS code, discussion & recommendations 2 Mobilization and demobilization of drilling machine, local shifting of machine, field testing equipments and manpower.
Excavation of trail pit including conducting standard penetration test (SPT) in trial pit in granular soil including collecting disturbed samples and conducting relevant laboratory test in laboratory (GSA, Atterberg limit, Natural moisture content, FSI) alongwith submission of report with recommendation of SBC at the depth of SPT conducted including mobilization and demobilization of field testing machine SPT setup etc.
Structwel Designers and Consultants Pvt. Ltd.
GEO SYSTEMS RESEARCH AND CONSULTANTS (I) PVT LTD
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