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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43,196Accepted-AOC 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | ₹43,196 | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹44,000+₹804 (1.86%)Rejected-AOC | ₹44,000+₹804 (1.86%) | L2 | Rejected-AOC OTHER THAN LOWEST BIDDER |
| 3 | L3₹44,200+₹1,004 (2.32%)Rejected-AOC | ₹44,200+₹1,004 (2.32%) | L3 | Rejected-AOC OTHER THAN LOWEST BIDDER |
| 4 | Rejected-Technical | - | - | Rejected-Technical Firm not enlisted under category K soil/ Lan investigation |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not enlisted with MES and GST Number not enclosed |
Tender Value
₹49,560
Closing Date
8 Mar 2023, 6:00 pmClosed
Rahul Meena, IDSE, EE, Garrison Engineer
GARRISON ENGINEER KASAULI
Soil Survey and Investigation for Works Provn of Guard Room for Rajendra Line Guard at HQ 95 Inf Bde at Kasauli and Provn of Single JCOs Accn 02 JCOs at 49 FD Wksp Coy EME at Dagshai Cantt under GE Kasauli
2023_MES_582338_1
3017/Q/08/2022-23/E3
Open Tender
Survey
Item Rate
30 days
Kasauli and Dagshai under GE Kasauli
Please refer tender Documents
5 documents required · 5 mandatory
₹0
Exempted
31 Mar 2023
22 Feb 2023
10 Mar 2023
22 Feb 2023
8 Mar 2023
22 Feb 2023
Amount
SOIL SURVEY AND INVESTIGATION FOR JOB NOs: SHK/K/LBW-02/2022-23 PROVN OF GUARD ROOM FOR RAJENDRA LINE GUARD AT HQ 95 INF BDE AT KASAULI AND PH&HP (I) SA/W-13/LB/2022-23 PROVN OF SINGLE JCOs ACCN (02 JCOs) AT 49 FD WKSP COY EME AT DAGSHAI CANTT AS PER GIVEN BELOW:-
Mobilization and de-mobilization of Machine at site
Dynamic Cone Penetration Test : IS-4968 (Part-I)
(a) Excavation of open trial pit upto foundation level or 2 mtr depth from NGL & conducting dynamic cone penetration test during the excavation & at the base of pit using 50mm 60 degree standard cone. Nc-values, representing the number of blows of a 63.5 Kg standard hammer falling through a height of 75cm required to drive the standard cone every 10cm into sub soil continously upto 4.5m/refusal depth in gravel prone area. Measurement of water table if encountered.
(b) Laboratory Test of Disturbed/undisturbed soil samples:-
(i) Atterberg's limit and natural water content.
(ii) Bulk density.
(iii) Undrained triaxial test/unconfined compression test, Box shear tests.
(iv) Classification, grain size distribution.
(v) Consolidation Test.
(vi) Soil profile & properties.
(vii) Chemical tests of soil e.g. chloride, sulphates, Ph value, electrical conductance etc.
(c) Bearing capacity for open foundation & recommendation
Geotech Engineering Services
Research and Engineer Enterprises
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