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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22,900Accepted-AOC | L1 | Accepted-AOC Accepted L1 | |
| 2 | L2₹27,900+₹5,000 (21.8%)Rejected-Finance | L2 | Rejected-Finance Being rejected L2 | |
| 3 | L3₹29,999+₹7,099 (31.0%)Rejected-Finance | L3 | Rejected-Finance Being rejected L3 |
Tender Value
₹23,600
Closing Date
30 Sept 2021, 6:00 pmClosed
Shri N N Langhe, EE, GE
GE (S) Ambala
Provn of 01 x Room for Blood Component preparation apheresis adjacent to Bldg No P 118 Blood Bank and Toilet Block in front of MI Room for OPD Patient of MH Ambala under GE South Ambala Cantt
2021_MES_473572_1
3016/Q/01/E3
Open Tender
Job Works
Works
30 days
GE (S) Ambala
As per NIT
4 documents required · 4 mandatory
₹0
Exempted
13 Nov 2021
7 Sept 2021
2 Oct 2021
7 Sept 2021
30 Sept 2021
17 Sept 2021
7 Sept 2021 - 16 Sept 2021
Amount
(a) (i) Drill 150mm diameter 0 to 8 meter according to IS 1892-1988 and IS 1892-1979 - For garrages
(b) Conduct standard penetration test (S.P.T) as per IS 2131 - 1988. The testing shall be made at every change in strata at the intervals of not more than 1.5 mtr whichever is less. The test may be made at lesser intervals if specified or considered necessary as per 3.31 of IS 2131-1988.
(c) Collectin of distributed soil samples at an interval of 1.35 mtr or change of strata.
(d) Collection of undistributed soil samples at an interval of 1.35 mtr or change of strata.
(e) Conduct of laboratory tests on distributed / undistributed soil samples as per project requirement after completion of boring as given below :- (i) Sieve analysis (ii) Plasticity index (iii) Specific gravity (iv) Water content (v) Particle size analysis (vi) Bulk and dry density (vii) Atterberg limit (viii) Harmful salt or Organic matter if any (ix) Direct shear tet (if in case of sandy soil)
The firm shall submit the soil investigation report completely covering the following :-
(a) Bore log chart showing depth of soil atrata. (b) Sub soil water table. (c) Quality index for rocky strata (in cse of rocky strata) (d) Probable maximum and dirrerential settlement. (e) Safe Bearing capacity based on sheer and settlement criteria
(f) Recommendations for type and Depth of foundation will be submitted on the formate held with GE. (g) Site Plan Building wise with RL of corners of buildings. (h) Bearing capacity and depth of Fmn wrt FFL / Fixed bench mark.
Note : The location of bldg/ bore shall be given by GE (i) Soil investigation report shall be required as per HQ CE CH Zone letter No 27947/pat/13E2(D) dt 31 Jul 2019 (b) The soil report shall be in 3 part :- (i) Filed operatoins. (ii) Lab testing and sub soil with soil properties (iii) Foundationi consideratioins and recommendations for single story (C) 05 copies of the report shall be submitted alongwith soft copy in (CD).
M/s Mat Lab Engineers Enterprises
UNITECH LAND SURVEYOR AND CONSULTANTS
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