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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹3.3 L+₹34,670 (11.6%)Rejected-AOC 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | L2 | Rejected-AOC Other than Lowest | |
| 3 | L3₹3.4 L+₹39,020 (13.1%)Rejected-AOC | L3 | Rejected-AOC Other than Lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical Not submit requisite document |
Tender Value
₹5.0 L
EMD Value
₹10,500
Closing Date
20 Aug 2022, 6:00 pmClosed
GE Brichgunj
GE Brichgunj, Port Blair
SOIL INVESTIGATION FOR AUGMENTATION OF WATER SUPPLY AND CONNECTING SERVICES OF BRICHNGUNJ MILITARY STATION PORT BLAIR.
2022_MES_540351_1
8246A
Open Tender
Civil Works
Item Rate
60 days
GE Brichgunj
As per tender documents
8 documents required · 8 mandatory
₹500
GE Brichgunj
₹10,500
Yes
12 Sept 2022
23 Jul 2022
23 Aug 2022
23 Jul 2022
20 Aug 2022
8 Aug 2022
Amount
M&L for carrying out the soil investigation to cover field and laboratory studies includes:- (a)Mobilizatiion of plants & equipments Incl man & materils required at site of soil imestigation setting of boring/ drlling rig as required and demobilization of plants and equipments on completion of work etc complete (whih includes conveyance of sample collected of testing bab as required for the purpose of testing).
(b) Shifting and transportation of entire arrangement including men and materials from on bore hole to another bore hole to bocation including and setting of bore for carrying out the test.
(c) Boring 150mm dia boreholes to any depth through following type of strata:- (i) Any type of soil
(ii) Soft Rock
(iii) Hard Rock
(d) Collection of Undistrubed soil sample at 3 M intervals or at any change strata in 100 mm bore thin walled tube including waxing scalling and packing.
(e) Carrying out standard penetration test (SPT) including collection of disturbed soil samples in bore holes at every 1.00 m depth or any change of strata and submit the report with all requisite date
(f) Conducting a trail pit of the size (1.20X1.20X3.00m) collecting and testing complete all as specified and directed.
(g) Conduciton necessary test on all collected sample which includes the depermination of :- (i) Atterberg limits (ii) Natural moisture content (iii) Wet and dry density (iv) Soil/particle size using sieve and hydrometer analysis (v) Triaxial shear test (vi) Shrinkage limit (vii) Consolidaton test (viii) Specific Gravity test for sand/rock (ix) Crushing strength of Rock samples (x) Free swelling index (xi) Direct shear test (xii) Testing of water samples (sulphates chlorides & pH) (xiii) Soluble salt content
(h) Completion of data and preparation and Submission of report in 04 copies containing NSBC, SBC, settlements tests results graphs, charts calculation etc and recommended for foundation.
Interstellar Testing Centre Private Limited
S.M. Consultants
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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