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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19,942Accepted-Finance | L1 | Accepted-Finance BEING L1 | |
| 2 | L2₹38,940+₹18,998 (95.3%)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 | L2 | Rejected-Finance BEING L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Relevent document not submitted | |
| 4 | Rejected-Technical | - | Rejected-Technical Relevent document not submitted |
Tender Value
Refer Docs
Closing Date
17 May 2022, 1:00 pmClosed
LT COL SANJAY KUMAR
GE (AF) VAYUSENA NAGAR NAGPUR-440007
SOIL TESTING FOR ADDN/ ALTN TO OFFICERS MESS ANNEXE HALL AND ALLIED WORKS AT VAYUSENA NAGAR NAGPUR
2022_MES_520300_1
3035/01/E3
Open Tender
Miscellaneous Services
Works
40 days
GE AF VSN NAGPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Exempted
1 Jun 2022
27 Apr 2022
18 May 2022
27 Apr 2022
17 May 2022
27 Apr 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 except in Granite & Quartzite Rock. For 6m/ BH x 1 Borehole = 6m (I) 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 clayey strata in lieu of SPT. (b) Collecting Distrubed 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 Tests on rock core sample 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 along with 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 equipment’s and Manpower.
Structwel Designers and Consultants Pvt. Ltd.
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