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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-Finance 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | ₹2.4 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹2.4 L+₹3,200 (1.35%)Rejected-Finance 23609 A INDERJEET SINGH BATH MANSA ROAD NEAR I T I CHOWK BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | ₹2.4 L+₹3,200 (1.35%) | L2 | Rejected-Finance Higher than lowest Bidder |
| 3 | L2₹2.4 L+₹3,200 (1.35%)Rejected-Finance | ₹2.4 L+₹3,200 (1.35%) | L2 | Rejected-Finance Higher than lowest Bidder |
| 4 | L3₹2.6 L+₹25,600 (10.8%)Rejected-Finance | ₹2.6 L+₹25,600 (10.8%) | L3 | Rejected-Finance Higher than lowest Bidder |
| 5 | L4₹2.6 L+₹27,200 (11.5%)Rejected-Finance | ₹2.6 L+₹27,200 (11.5%) | L4 | Rejected-Finance Higher than lowest Bidder |
Tender Value
₹2.9 L
Closing Date
22 Jun 2022, 9:00 amClosed
Garrison Engineer
Garrison Engineer (P) Bikaner
SOIL INVESTIGATION FOR CONSTR OF KLP Accn for 24 Inf Div Pro Unit at Bikaner Mil Stn
2022_MES_529818_1
3004/JO/07/E3
Open Tender
Job Works
Works
90 days
Bikaner
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Exempted
1 Jul 2022
9 Jun 2022
24 Jun 2022
9 Jun 2022
22 Jun 2022
9 Jun 2022
Amount
Soil Investigation shall be carried out as per IS-1892 Bore hole dia shall be 150mm. Depth of bore shall be decided as per the soil condition including chemical analysis of soil and may be taken 15m for N value reaches 50, whichever is earlier. Note : Under this test preferably following results to be provided: (i) Grain size analysis, identification & classification of soil:- (ii) Unit weight (bulk density), natural moisture content, liquid limit, plastic limit, shrinkage limit, plasticity index, specific gravity. (iii) Chemical analysis of soil and recommendation and type of cement to be used for RCC foundation. (iv) Undistributed soil sample shall be collected at 1.5m interval and at change of strata (v) Dry density, degree of saturation of soil. (iv) Free selling index & selling pressure if expansive soil is encountered. (v) Shear parameters (C- Ф analysis). Note : Further to this BOQ , Soil Investigation Guidelines is attached as per in Terms and Condition
GEO MEDIA ENGINEERING and CONSULTANCY SERVICES PRIVATE LIMITED
SOIL TEST AND FOUNDATION DESIGN
Research and Engineer Enterprises
Soigne Engineering Consultants
MEENAKSHI GEOTECH
PNT Designs Pvt Ltd
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