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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC HEAD OFFICE PLOT NO A 9 IDCO INDUSTRIAL ESTATE NEAR SAI INTERNATIONAL SCHOOL PATIA BHUBANESWAR 751024 ODISHA PATIA | KHORDHA | ODISHA | 751024 | ₹4.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.9 L+₹46,350 (10.5%)Rejected-AOC | ₹4.9 L+₹46,350 (10.5%) | L2 | Rejected-AOC other than L1 |
| 3 | L3₹5.0 L+₹52,500 (11.8%)Rejected-AOC FCA 560 BLB EAST CHAWLA COLONY SAURAJ SINGH YADAV BALLABGARH VILLAGE TOWN CHAWLA COLONY CITY FARIDABAD FARIDABAD HARYANA 121004 INDIA | FARIDABAD | HARYANA | 121004 | ₹5.0 L+₹52,500 (11.8%) | L3 | Rejected-AOC other than L1 |
| 4 | L4₹5.9 L+₹1.5 L (32.8%)Rejected-AOC | ₹5.9 L+₹1.5 L (32.8%) | L4 | Rejected-AOC other than L1 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹6 L
EMD Value
₹12,000
Closing Date
5 Sept 2020, 6:00 pmClosed
GE DSSC
GE DSSC WELLINGTON BARRACKS POST, WELLINGTON, THE NILGIRIS, PIN 643 231
SOIL INVESTIGATION FOR MARRIED ACCN BUILDINGS OF OFFRS AND ORS AT DSSC WELLINGTON, NILGIRS.
2020_MES_368387_1
8114/E8
Open Tender
Civil Works
Item Rate
45 days
WELLINGTON
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE DSSC WELLINGTON
₹12,000
Yes
10 Dec 2020
11 Aug 2020
7 Sept 2020
11 Aug 2020
5 Sept 2020
17 Aug 2020
Amount
Boring 12 bore holes through all kinds of soil upto a depth of 10 mtrs (min) for bldgs below ground level or upto strain value > 50, collecting samples and conducting necessary field tests as per the following parameters:- (i) Depth of bore holes may be taken minimum 10mtrs or N value reaches 50, whichever is earlier. (ii) SPT value at every 0.75 m intervals and change of strata. (iii) Grain size distribution and analysis. (iv) Soil charecteristics. (v) Value of cohesion and angle of internal friction. (vi) Recommended SBC at different depths of foundation i.e. at 1500mm, 2000mm, 2500mm. (vii) SBC and its calculation based on 'N' value shear strength and settlement criteria should be worked out for following size of footing : 1.5x1.5,1.5X2.5, 2x2.5 & 2x3m (viii) Depth of water table (maximum and minimum). (ix) Depth of expansive soil and its properties, if any. (x) Recommendations for type of foundation. (xi) Recommendation as regards possibility of liquefication of soil in case of standard or partially saturated or uncompacted sandy soil. (xii)Recommendation for filling under floors and filling under protection including plinth protection. (xiii) Chemical analysis of soil. (xiv) Details of soil profile and bore logs. (xv) Any other recommendations. Note: Soil Investigation & the Report shall be as per NBC, IS 1892, 2131, 2132, 1888, 2720, 1904, 6403, 8009, 1498, 4968 and SP 36 in general.
Boring 02 bore holes through all kinds of soil upto a depth of 5.0mtrs for protective work below ground level or upto strain value > 50, collecting samples and conducting necessary field tests as per the following parameters:- (i) Depth of bore holes may be taken minimum 05mtrs or N value reaches 50, whichever is earlier. (ii) SPT value at every 0.75 m intervals and change of strata. (iii) Grain size distribution and analysis. (iv) Soil charecteristics. (v) Value of cohesion and angle of internal friction. (vi) Recommended SBC at different depths of foundation i.e. at 1200,1500mm, 2000mm, 2500mm. (vii) SBC and its calculation based on 'N' value shear strength and settlement criteria should be worked out for following size of footing : 1.5x1.5,1.5X2.5, 2x2.5 & 2x3m. (viii) Depth of water table (maximum and minimum). (ix) Depth of expansive soil and its properties, if any. (x) Recommendations for type of foundation. (xi) Recommendation as regards possibility of liquefication of soil in case of standard or partially saturated or uncompacted sandy soil. (xii)Recommendation for filling under floors and filling under protection including plinth protection. (xiii) Chemical analysis of soil. (xiv) Details of soil profile and bore logs. (xv) Any other recommendations. Note: Soil Investigation & the Report shall be as per NBC, IS 1892, 2131, 2132, 1888, 2720, 1904, 6403, 8009, 1498, 4968 and SP 36 in general.
Charges for Moblilisation of equiment &shifting of Rigs from one bore hole location to another bore hole.
Conducting necessary Laboratory tests on samples and submission of report including recommendations, etc. in duplicate as per the parameters specified in item No. 1&2 above including site plan showing the no. of bore holes, location and inter distance from each other.
Das Material Testings Pvt. Ltd.
Shree Balaji Test House Pvt.Ltd.
VKP GEOTECH
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