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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87,500Accepted-AOC | ₹87,500 | L1 | Accepted-AOC Being a lowest bidder and reasonable rate quoted |
| 2 | L2₹1.1 L+₹17,500 (20.0%)Rejected-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | ₹1.1 L+₹17,500 (20.0%) | L2 | Rejected-Finance OTHER THAN LOWEST |
| 3 | L3₹2.1 L+₹1.2 L (142.7%)Rejected-Finance BIMAL SINHA SARANI HAKIMPARA SILIGURI SILIGURI HAKIMPARA DARJEELING WEST BENGAL 734001 | JALPAIGURI | WEST BENGAL | 734001 | ₹2.1 L+₹1.2 L (142.7%) | L3 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹98,000
EMD Value
₹1,690
Closing Date
9 Dec 2022, 5:00 pmClosed
GE Pulgaon
GE Pulgaon, CAD Camp
QUOTATION FOR SOIL INVESTIGATION OF WORK PROVN OF OTM SINGLE LIVING FOR DSC PL AT CAD PULGAON
2022_MES_562471_1
3502/A/11/E3
Open Tender
Job Works
Works
60 days
GE Pulgaon
As per quotation
5 documents required · 5 mandatory
₹0
₹1,690
Yes
19 Dec 2022
11 Nov 2022
12 Dec 2022
11 Nov 2022
9 Dec 2022
27 Nov 2022
11 Nov 2022 - 26 Nov 2022
Amount
1. Manual SPT Equipment Mobilisation including shifting from Borehole to Borehole as per IS 2131(1961) - 03 Nos 2. Boring/Pitting 150mm dia/trial pit upto 10m required depth as per details given below :- (a) Collection of disturbed/undisturbed samples, their complete requisite laboratory analysis as per IS codes incl. (b)Cohesion & angles for internal friction, Atterburg Limits (c) Wet and Dry density (d) Sieve analysis (e) Standard Penetration Test as per IS -2131 Code (f) Submission of Soil Investigation Report in quintuplicate with photographs and videos. Calculation (i) Single Living Accn for OR-Double Storey (2832.78sqm) = 1x10m=10m (ii) Cook house-Single Storey (182.25Sqm) = 1x06m= 6m (iii) Dining Hall- Single Storey (211.65 Sqm) = 1x06m= 6m Total= 22 Rm 3. Trial Pit Size (1.2m x 1.2m) of approx depth 2.5m to 3m or upto hard strata whichever is earlier and 5m away from BH including collecting samples, observation and with photographs - 03 Nos
NOTE: (a) RL of the Ground Level/founding Level with ref a BM should be invariably mentioned in Soil Investigation Report (b) Recommended SBC should be given for: 1. All Bore Holes 2. Minimum at 3 depths viz 1.5m, 2.0m and 2.5m 3. SBC should be worked out for following sizes of footings: (aa) 1.5x1.5m (ab) 1.5x2.5m (ac) 2.0x2.5m (ad) 2.0x3.0m (ae) 2.0x3.0m ( c) Swelling Index and Swelling Pressure inrespect of Black Cotton Soil and its depth/layer (d) Recommendation for filling under floors (e) Depth of GWT in peak monsoon and peak summer after corelation of result with seasonal variation of water table in the station. (f) Complete work as above shall be one Job only
M/S. BECQUEREL INDUSTRIES PVT. LTD.
Kristi Engineering Services Private Limited
Bidder Name
M/S. BECQUEREL INDUSTRIES PVT. LTD.
Kristi Engineering Services Private Limited
Saha Engineers and Consultant
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