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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹1.9 L+₹35,111 (22.5%)Rejected-Finance | ₹1.9 L+₹35,111 (22.5%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹2.0 L+₹48,000 (30.8%)Rejected-Finance | ₹2.0 L+₹48,000 (30.8%) | L3 | Rejected-Finance Not Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical No, WLR QE Jun 2020 CE Pune Zone |
Tender Value
Refer Docs
EMD Value
₹5,400
Closing Date
29 Dec 2020, 6:00 pmClosed
GE (P) NW Karanja
GE (P) NW Karanja Post-Naval Station Karanja Teh-Uran, Dist- Raigad-400704
SOIL INVESTIGATION AT SITE OF WORK FOR DEMOLITION AND RECONSTRUCTION OF CHARIOT HANGAR AT INS ABHIMANYU AT NAVAL STATION KARANJA
2020_MES_399630_1
8372/E8
Open Tender
Civil Works
Item Rate
60 days
Naval Station Karanja
Please refer Tender documents.
7 documents required · 7 mandatory
₹300
GE (P) NW Karanja
₹5,400
Yes
15 Jan 2021
1 Dec 2020
2 Jan 2021
1 Dec 2020
29 Dec 2020
15 Dec 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 Metre 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.
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 20 Metre 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.
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