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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹3.5 L+₹54,000 (18.2%)Rejected-Finance 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L2 | Rejected-Finance Not Lowest |
Tender Value
Refer Docs
EMD Value
₹7,000
Closing Date
6 Aug 2020, 6:00 pmClosed
GE (P) NW Karanja
GE (P) NW Karanja Post Naval Station Karanja Raigad 400704
SOIL INVESTIGATION AT SITE OF WORK FOR DEMOLITION OF FACTORY-II (BLDG NO 122) AND SHELL FILLING ROOM (BLDG NO 324) AND RECONSTRUCTION OF FACTORY-II AT NAD KARANJA
2020_MES_359280_1
GE (P) (NW) K/01-2020-21
Open Tender
Civil Works
Item Rate
90 days
GE (P) NW Karanja
Please refer Tender documents.
6 documents required · 6 mandatory
₹300
GE (P) NW Karanja
₹7,000
13 Aug 2020
8 Jul 2020
10 Aug 2020
8 Jul 2020
6 Aug 2020
23 Jul 2020
Amount
M&L for carrying out soil investigation at work site by drilling of bore holes in location each of 100mm dia in any type of soil and NX size dia in rock for each location upto a depth 10 Mtr and carryng out the following test as per relevant / Latest IS code including collection of disturbed/HDS soil samples for lab testing all as specified & directed by Engineer in Charge. (a) Drilling and sampling in soil and rock. (b) Conducting Standard Penetration Test. (c) Natural moisture content. (d) Dry and wet density. (e) Soaked unconfined compression test. (f) Percentage obsorption. (g) Mechanical analysis and moisture content. (h) Liquid and plastic limit test. (j) Sample preparation. (k) Sieve analysis. (l) Soil classification as per IS. (m) Direct shear test. (n) Consolidation test. (o) Unconfined compresson on rock. (p) Completion of field and laboratory test as required for compiling for soil investigation report from NABL approved labotary / IIT Pawoi Mumbai / Any Govt Engineering college (q) Submission of 08 (Eight) copies of soil investigation report along with photos of each bore hole incorporating the soil in pressure bulb zone , highest water table , detailed calculation of SBC and recommendation of SBC at a particular depth considering effect of water table etc. to include the sample of soil with marking of various depth in specified wooden box . (r) Type of foundation recommended. NOTE :- Location of bore holes shall be decided by the Engineer-in-Charge. The contractor may visit site of work prior to quoting of tender to ascertain the full knowledge of area where soil investigation is to be carried out.
Mahadev Enterprises
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