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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹9.2 L+₹1.2 L (14.9%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹9.8 L+₹1.8 L (23.1%)Rejected-AOC | L3 | Rejected-AOC Rejected | |
| 4 | L4₹12.0 L+₹4.0 L (49.8%)Rejected-AOC | L4 | Rejected-AOC Rejected |
Tender Value
₹13.3 L
EMD Value
₹26,600
Closing Date
29 Jul 2022, 6:00 pmClosed
GE (I) Campbell Bay
GE (I) Campbell Bay, Army Land, Great Nicobar, Andaman and Nicobar-744302
SOIL INVESTIGATION FOR PROVISION OF FRONT LINE HANGER FOR TEHH AIRCRAFT AT CAMPBELL BAY
2022_MES_535063_1
8738/E8
Open Tender
Civil Works
Item Rate
180 days
GE (I) Campbell Bay
Please refer Tender Documents
8 documents required · 8 mandatory
₹500
Yes
GE (I) Campbell Bay
₹26,600
28 Nov 2022
1 Jul 2022
1 Aug 2022
2 Jul 2022
29 Jul 2022
15 Jul 2022
Amount
M&L for carring out the soil investigation to cover field and laboratory studies includes :-Mobilisation of plants & equipment’s incl men and materials as required at site, setting of boring . Drilling as required and de-mobilization of plants and equipment’s on completion of work etc complete (which include conveyance of sample collected to testing lab as required for the purpose of testing)
Shifting of men and materials and equipment’s from one bore to another bore location including setting of boring / drilling as required complete.
Boring 150mm dia boreholes to any depth through following type of strata (a) Any type of Soil
(b) Soft rock
(c) Hard rock
Collection of undisturbed soil samples at 3.0 mtrs intervals or at any change of strata in 100mm bore thin walled tube incl waxing, sealing, packing and transportation to the lab for testing.
Carrying out standard penetration test (S.P.T) as per IS 2131 including collection of disturbed soil samples in bore holes at every 1.5m depth or any change strata using standard split spoon sampler by means of standard hammer and submit the report with all requisite data
Conducting necessary tests on all collection samples which includes the determination of :- (i) Shrinkage limits ,(ii) Atterberg limits ,(iii) Natural Moisture content ,(iv) Wet and dry density,(v) Soil / Particle size using sieve analysis & Hydrometer analysis ,(vi) Consolidation test ,(vii) Tri-axial shear tests C&Q determination, (viii) Direct shear test , (ix) Specific gravity test for sand / rock , (x) Crushing strength of rock samples , (xi) Testing of water sample (Including PH value) , (xii) Free swell index , (xiii) Permeability test , (xiv) Soluble salt content (chloride & Sulphate), (xv) Shear strength test (un confined portion)
Mobilization of tools and equipment’s, men and materials and mobilization of loaded vehicle for conducting modulus of subgrade reaction (K-value test) as per IS 9212 : 1979 demobilization of tools and equipment’s on completion of work.
Conducting california Bearing Ration (CBR) test in Soaked & unsoaked condition and submission of report with analysis of report
Preparation, compilation & submission of report in 04 copies containing Soil profile at each bores, ground water tables, SBC Bore logs, Soaked CBR, K value Laboratory test results, bore log location and plan etc & recommendations for suitable type of alternative foundations and safe bearing capacity of each bore settlement test result graphs, chart calculations etc.
S.M. Consultants
Subudhi Technoengineers Pvt Ltd
Geo Foundations and Structures Pvt Ltd
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