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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-Finance | ₹1.2 L | L1 | Accepted-Finance Being Lowest and quoted rates are reasonable |
| 2 | L2₹1.5 L+₹34,200 (28.5%)Rejected-Finance | ₹1.5 L+₹34,200 (28.5%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹2.4 L+₹1.2 L (96.2%)Rejected-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | ₹2.4 L+₹1.2 L (96.2%) | L3 | Rejected-Finance Other than lowest |
Tender Value
₹1.6 L
EMD Value
₹3,270
Closing Date
13 Feb 2023, 6:00 pmClosed
GE PULGAON
GE PULGAON CAD CAMP
QUOTATION FOR SOIL INVESTIGATION OF WORK CONSTRUCTION OF 2 X ESH (450 MT) FOR 1.4 UNHD AMN AND ALLIED INFRASTRUCTURE AT CAD PULGAON
2023_MES_575384_1
3502/A/12/E3
Open Tender
Job Works
Works
60 days
GE PULGAON
As per quotation
5 documents required · 5 mandatory
₹0
₹3,270
Yes
10 Mar 2023
17 Jan 2023
15 Feb 2023
17 Jan 2023
13 Feb 2023
1 Feb 2023
17 Jan 2023 - 30 Jan 2023
Amount
Mobilisation of plants and equipments incl man and materials required at site of soil investigation, setting of boring/drilling rig as required and demobilisation of plants and equipment on completion of work etc., complete. (which include conveyance of sample collected to testing lab as required for the purpose of testing.)
Excavation of bore holes of approx 6.0m depth and 100 mm dia incl conduction of relevant laboratory tests as per IS i.e. Standard Penetration test (SPT), collecting samples and conducting relavant laboratory test :- (a) submission of report in 06 copies alongwith DVD,with recommendation of S.B.C. at 1.0m, 1.50m, 2.0m, 2.5m and 3.0m depth, type & depth of foundation to be adopted, classification and recommendation for further uses of rock if found. (b) Conducting necessary test on collected samples which includes the determination of :- (i) GSA (ii) Atterberg limits (iii) Natural moisture content (iv) Wet and Dry Density (v) Specific gravity test (vi) Chemical analysis of soil and water (vii) UCS on Rock (viii) Direct shear test, (ix) Consolidation test,(x)Soil/partical size using sieve hydrometer analysis, (xi) Water absorption test,(xii) Free Swelling Index,(xiii)Swelling Pressure, (xiv) Density of rock core, (xv)Rock Quality Index .
Excavation of bore holes of approx15.0m depth and 100 mm dia incl conduction of relevant laboratory tests as per IS i.e. Standard Penetration test (SPT), collecting samples and conducting relavant laboratory test :- (a) submission of report in 06 copies alongwith DVD,with recommendation of S.B.C. at 1.0m, 1.50m, 2.0m, 2.5m and 3.0m depth, type & depth of foundation to be adopted, classification and recommendation for further uses of rock if found. (b) Conducting necessary test on collected samples which includes the determination of :- (i) GSA (ii) Atterberg limits (iii) Natural moisture content (iv) Wet and Dry Density (v) Specific gravity test (vi) Chemical analysis of soil and water (vii) UCS on Rock (viii) Direct shear test, (ix) Consolidation test,(x)Soil/partical size using sieve hydrometer analysis, (xi) Water absorption test,(xii) Free Swelling Index,(xiii)Swelling Pressure, (xiv) Density of rock core, (xv)Rock Quality Index .
Excavation of trial pit of size 1.20m x 1.20m and depth approx 2.50m to 3.0m incl conduction of Standard Penetration test (SPT) in excavated trial pit, collecting samples and conducting relavant laboratory test :- (a) submission of report in 06 copies alongwith DVD, submission of report with recommendation of S.B.C at the depth of SPT conducted and type & depth of foundation to be adopted. (b) Conducting necessary test on collected samples which includes the determination of :-- (i) GSA (ii) Atterberg limits (iii) Natural moisture content (iv) Free Swelling Index.
5. Proctor test for determination of OMC and MDD and CBR value Test for Road (a) submission of report in 06 copies alongwith DVD, (b) Conducting necessary test on collected samples which includes the determination of :- , Complete work as above shall be one Job only
Proctor Test for determination of OMC and MDD
California Bearing Ratio Test.
K Value Test (Modulus of subgrade reaction) as per IS 9214 RA 2016 Note : Complete work as above shall be one Job only
SCIENTIFIC AGE RESEARCH AND TESTING LAB PVT. LTD.
M/S. BECQUEREL INDUSTRIES PVT. LTD.
Bidder Name
M/S. BECQUEREL INDUSTRIES PVT. LTD.
SCIENTIFIC AGE RESEARCH AND TESTING LAB PVT. LTD.
Saha Engineers and Consultant
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