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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC 849 1 BADDI SHITALPUR BADDI INDUSTRIAL AREA SOLAN 173205 | SOLAN | HIMACHAL PRADESH | 173205 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹3.3 L+₹91,400 (38.2%)Rejected-Finance 147 A BASEMENT SANT NAGAR EAST OF KAILASH NEW DELHI 110 065 | SOUTH | DELHI | 110065 | L2 | Rejected-Finance HIGHEST BIDDER | |
| 3 | L3₹3.5 L+₹1.1 L (44.8%)Rejected-Finance | L3 | Rejected-Finance HIGHEST BIDDER | |
| 4 | L4₹4.8 L+₹2.4 L (101.2%)Rejected-Finance B 10 KRISHNA INDUSTRIAL ESTATE OPP B I D C GORWA ESTATE VADODARA 390016 GUJARAT | VADODARA | GUJARAT | 390016 | L4 | Rejected-Finance HIGHEST BIDDER |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
20 Jul 2024, 6:00 pmClosed
MAJ VIVEKANAND PATHAK
GE SOUTH DIGLIPUR
SOIL INVESTIGATION AND VARIOUS FIELD TESTS FOR PROVISION OF ALTERNATE APPROACH ROAD WITH ENTRANCE GATE FOR CONNECTING COAST GUARD MD ACCN TO MAIN ROAD AND PROVN OF GUEST HOUSE AT 16.0 HACTS LAND AT MAYABUNDER UNDER GE (S) DIGLIPUR
2024_MES_661569_1
8973/E8
Open Tender
Civil Works
Item Rate
90 days
GE SOUTH DIGLIPUR
AS PER TENDER DEOCUMENTS
7 documents required · 7 mandatory
₹500
Yes
GE SOUTH DIGLIPUR
₹10,000
Yes
7 Sept 2024
24 Jun 2024
22 Jul 2024
24 Jun 2024
20 Jul 2024
6 Jul 2024
Amount
M&L for carrying out the soil investigation to cover field and laboratory studies includes.
Mobilization of plant and equipments including men and materials as required at site setting of boring/ drilling as required and de-mobilization of plant and equipment on completion of work etc complete (which includes conveyance of sample collected to testing lab as required for the purpose of testing) complete as specified and directed.
Collecting bore Hole Data
M & L for boring 150 mm diameter bore holes to any depth through any type of soil strata complete as specified and directed.
M & L for boring 150 mm diameter bore holes to any depth through soft rock strata complete as specified and directed.
M & L for boring 150 mm diameter bore holes to any depth through hard rock strata complete as specified and directed.
Carrying out standard penetration test (SPT) as per IS 2131 including collection of disturbed soil sample in bore holes at every 1.00 metre depth or at any change of strata and submission of report with all requisite data complete as specified and directed.
Collection of undisturbed soil sample at 3.00 metres interval or at any change of strata in 150 mm bore thin wall tube of strata including waxing sealing packing transporting to the lab complete as specified. .
Conducting necessary tests on all collection of DS / UDS / SPT sample which includes the determination of :- (i) Shrinkage Limit (ii) Atterberg Limits (iii) Natural moisture content (iv) Wet and dry density (v) Particle size (soil grain size / hydrometer analysis) (vi) Consolidation test (vii) Tri-axial shear test (viii) Specific gravity (ix) Direct shear test (x) Permeability test (xi) Testing of water sample (sulphates, chlorides & pH) - 2 Sample (xii) Free swell index (xiii) Crushing strength of rock sample
Compilation of data and preparation and submission of vetted report as per PS Clause 5.14.2 in 06 copies containing NSBC, SBC, Settlement test results, graphs, charts, calculations etc and recommendation for foundation with supporting design details complete as specified and directed.
Conducting trail pit of size (1.2x1.2 m) upto 3.0 mtr depth for collecting of 03 Nos of UDS sample collection and including the following tests of sample complete as specified and directed. (i) Atterberg Limits (ii) Natural moisture content (iii) Wet and dry density (iv) Particle size (soil grain size / hydrometer analysis) (v) Tri-axial shear test or Direct shear test (vi) Specific gravity (vii) Free swell index
Conducting California Bearing Ratio (CBR) test (Soaked and un-soaked) complete as specified and directed.
S.M. Consultants Pvt. Ltd.
M/s SS Associates
GEO DESIGNS AND RESEARCH PVT LTD
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