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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-Finance | ₹2.8 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹3.6 L+₹84,800 (30.3%)Rejected-Finance | ₹3.6 L+₹84,800 (30.3%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹4.2 L+₹1.4 L (51.4%)Rejected-Finance | ₹4.2 L+₹1.4 L (51.4%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹5.2 L+₹2.4 L (84.3%)Rejected-Finance | ₹5.2 L+₹2.4 L (84.3%) | L4 | Rejected-Finance Not being L1 |
Tender Value
₹4.9 L
EMD Value
₹7,800
Closing Date
31 Aug 2020, 6:00 pmClosed
AGE I Nagtalao
Military Engineer Services AGE I Nagtalao Pin 900120 CO 56 APO
Augmentation of water and electric infrastructure at Nagtalao n Army Area Jodhpur FOR SOIL INVESTIGATION
2020_MES_356091_3
8303/20-21/E8
Open Tender
Civil Works - Others
Item Rate
90 days
AGE I Nagtalao
Please refer Tender documents.
7 documents required · 7 mandatory
₹300
AGE I Nagtalao
₹7,800
Yes
27 Sept 2020
14 Aug 2020
1 Sept 2020
14 Aug 2020
31 Aug 2020
19 Aug 2020
Amount
Drilling of bore of 100mm dia in any type of soil / rock locating water upto 6.00m depth conducting standards penetration test(SPT) as per IS specifications at 1.0m interval 6.00m depth or at every change in strata conducting followig laboratary tests as specified in the IS-1892, IS-2131, IS-1888, IS-2132, IS-2720(all parts SP-36 etc) of collected samples and preparations and submission of of report in quarduplicate and complete all as specified and directed by engineer-in-charge. (a) Sequence and extent of each soil and rock stratum in the regionlikely to get afftected (b) Nature of each stratum and engineering properties of each soil and rock stratum (Grain size analysis ,Liquid limit plastic limit and plasticity index and swelling properties etc) which may affect design and mode of construction of proposed structures and their foundations (c) bulk density, dry density and density index (d) Chemical test i.e. PH value sulphates and chlorides etc. (e) Triaxial shear test/direct sher test for determining C&O value of Soil. (f) Settelment calculation for RCC for isolated square RCC footing or for recommended type of foundation. (g) Safe bearing capacity based on N valueand settelment criterial and recommended value of SBC and recommended type of foundation. (h) position of water table. (j) Recommended SBC at different depth of foundation i.e at every metre upto and including 6.00m depth any change in soil strata upto max specified depth or till refusal N>50 for sizes of foundation (i) 1.5mx1.5m (ii) 1.5mx2.5m (iii) 2mx2.5m (iv) 2mx3m
All as per item No. 1 but for 15m depth
All as per item No. 1 but for 21m depth
Conducting Plate Load Test (PLT) as per IS specifications at recommended foundation depth (based on the tests carried out in item no. 2 as specified in the IS-1892, IS-2131, IS-1888, IS-2132, IS-2720 (all parts SP-36 etc) and preparations and submission of of report in quarduplicate and complete all as specified and directed by Engineer-in-Charge.
Geo Designs n Research Pvt Ltd
Shree Enginnering Lab
MADAN MOHAN JAIN sons
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