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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 LAccepted-Finance | ₹1.0 L | L1 | Accepted-Finance BEING L1 |
| 2 | L7₹3.3 L+₹2.3 L (223.5%)Accepted-Finance | ₹3.3 L+₹2.3 L (223.5%) | L7 | Accepted-Finance BEING NOT L1 |
| 3 | L2₹1.7 L+₹66,000 (64.7%)Rejected-Finance | ₹1.7 L+₹66,000 (64.7%) | L2 | Rejected-Finance BEING NOT L1 |
| 4 | L3₹1.9 L+₹86,820 (85.1%)Rejected-Finance | ₹1.9 L+₹86,820 (85.1%) | L3 | Rejected-Finance BEING NOT L1 |
| 5 | L4₹2.0 L+₹96,000 (94.1%)Rejected-Finance | ₹2.0 L+₹96,000 (94.1%) | L4 | Rejected-Finance BEING NOT L1 |
Tender Value
Refer Docs
Closing Date
26 Jun 2023, 9:00 amClosed
GE AF OJHAR
GE AF OJHAR
SOIL INVESTIGATION FOR PROVN OF BOUNDARY WALL ALONG WITH ALLIED WORK AT REQUIRED LAND AT 25 ED UNDER GE (AF) OJHAR
2023_MES_604566_1
3016/01/A
Open Tender
Civil Works - Others
Works
90 days
GE (AF) OJHAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
22 Jul 2023
20 Jun 2023
27 Jun 2023
21 Jun 2023
26 Jun 2023
21 Jun 2023
Amount
M&L for Conducting meachanical bore holes of 150mm dia (SPT) in sub soil strata down to 6mtrs depth of refusal whichever is encountered earier inclusive of the following (Refusal defined as where N is value 100 or more 30cm or part of penetration (SPT) :- (a) Mobilization of equipment and personnel to proposed site as shown and back. (b) Collection of disturbed and undisturbed soil samples at a sampling interval 1.00mtr depths or at change of strata as per revalent IS Code. (c ) Conducting laboratory tests on disturbed & undisturbed soil samples in accordance with IS 2720 and detailed result to be given in tabular form :- (i) Sieve analysis & Grain size distribution by sieve anlysis & Hydrometer test. (ii) Atterberg Limits. (iii) Natural moisture content. (iv) Particle size analysis test. (v) Bulk density / Dry density. (vi) Natural Moisture content (vii) Bulk Density (viii) Specific gravity (ix) Triaxial compression test and determination of shear parameterers (C & Ǿ test) as per relevant IS) (x) Organic matter in soil. (xi) Consolidation test (Compressed index value) (xii) Harmful salt (xiii) Free swell index and swelling properties of soil. (d) Recording of Ground Water Table in the area. (e) SBC of soil with detailed calculation for depth of foundation 1m to 2.5m and recommanded size of foundation for praposed security wall. (f) Any other recording of revalant property not mentioned above which effecting the structural stability if any. (g) Preparation and submission of technical report 6 copies along with recommendation of SBC of soil for praposed site.
UBBANA SONS
M/S - FRONTLINE ELECTRO SYNDICATE
K.K.Enterprises
M/S - KRUPA ELECTRICALS
J P ASSOCIATES
M/S Nilesh Enterprises
ASHA ASSOCIATES
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