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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC | L1 | Accepted-AOC lowest and reasonable | |
| 2 | L2₹1.1 L+₹346 (0.33%)Rejected-Finance GARRISON ENGINEER DIPATOLI MIL STN RANCHI PIN 900200 C O 56 APO | 900200 | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹1.1 L+₹936 (0.89%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST |
Tender Value
Refer Docs
Closing Date
24 May 2022, 12:00 pmClosed
SHRI AJEET SINGH, IDSE, EE GE DIPATOLI
GE DIPATOLI PIN-900201 C/O 99 APO
SOIL INVESTIGATION FOR PROVN OF DI PIPE LINES OF 250MM DIA FOR WATER SUPPLY AUGMENTATION FOR MAHAR LINE AND OH TANK OF CAPACITY 1 LAKH GALLON AT OFFRS KLP AT DIPATOLI MIL STN
2022_MES_524533_1
3002/2022-23/01/2022
Limited
Miscellaneous Services
Piece-work
15 days
GE DIPATOLI
AS PER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹0
Exempted
26 May 2022
18 May 2022
25 May 2022
18 May 2022
24 May 2022
19 May 2022
Carryout boring, sampling, testing & conducting SPT test as part of soil investigation to ascertain soil profile, bearing capacity as per following requirement up to depth of 18.00M :- (a) Conduction standard peretration test (SPT) as per NBC IS-1982, 2131,2132,1888,2720,1904,6403,8009,1498.4968 and SP-36. The testing shall be made at every change in strata or at the inervals of not more than 1.00Mtr whichever is less. The test may be made at least intervals if specified or considered necessary as per 3.31 of IS-2131-1988. (b) Collection of disturbed./undisturbed soil samples from bore hole at an interval of 1.50mtr or change of strata and conducting test reporting on following soil parameter :- (i) Grain size distribution/Particle size asnalysis. (ii) Atterberg limits and plasticity index. (iii) Bulk and dry density. (iv) Specific gravity. (v) Moisture content. (vi) Harmful salt test (In case of sandy soil). (vii) Direct shear test. (viii) Unconfined Un-drained test. (ix) Consolidation test. (x) Determination of internal angle friction C & O values. (xi) Differential free swell test and determination of swelling indexes for expansive soil and if black cotton soil found it site then carryout boring upto 25 m for pile foundation and provide all data as per above described and recommend the foundation with necessary data for designing the pile foundation. (xii) Chemical analysis of soil and recommendation and type of cement to be used for RCC foundation. (c) Evaluation of safe bearing capacity based on shear failure and settlement failure Criteria (as per IS 1904-1986) and recommendation of allowable bearing capacity at 1.00m, 1.5m,2m,3.5m below GL alongwith suggestion for type of foundation.
Engineering Services Company
M/S S.K. SINGH & SONS
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