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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC Admitted |
| 2 | L2₹2.0 L+₹28,800 (16.9%)Rejected-Finance CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹2.0 L+₹28,800 (16.9%) | L2 | Rejected-Finance Being Not Lowest Tenderer |
| 3 | L3₹2.1 L+₹39,000 (22.9%)Rejected-Finance | ₹2.1 L+₹39,000 (22.9%) | L3 | Rejected-Finance Being Not Lowest Tenderer |
| 4 | L4₹2.2 L+₹50,300 (29.6%)Rejected-Finance | ₹2.2 L+₹50,300 (29.6%) | L4 | Rejected-Finance Being Not Lowest Tenderer |
| 5 | L5₹2.4 L+₹74,000 (43.5%)Rejected-Finance CHENNAI | ₹2.4 L+₹74,000 (43.5%) | L5 | Rejected-Finance Being Not Lowest Tenderer |
Tender Value
₹2 L
EMD Value
₹5,000
Closing Date
20 Jul 2022, 6:00 pmClosed
GE Wellington
Garrison Engineer Wellington Barrack Post Nilgiris Pin code-643231
SOIL INVESTIGATION FOR PROVISION OF 01 x TRG SHED AT MRC WELLINGTON UNDER AMWP 2021 22 UNDER GE WELLINGTON
2022_MES_522360_2
8707/E8
Open Tender
Civil Works
Item Rate
45 days
Wellington
As per Tender Documents
4 documents required · 4 mandatory
₹300
GE Wellington
₹5,000
Yes
9 Sept 2022
15 Jun 2022
23 Jul 2022
15 Jun 2022
20 Jul 2022
20 Jun 2022
Amount
Hiring and mobilization of drilling equipments, instruments, plant etc all as specified and directed.
Boring 02 bore hole through all kinds of soil upto a depth of 10 mtrs below ground level or upto hard strata (whichever is greater) collecting samples and conducting necessary field and laboratory tests. Following parameters will also form of Geo-Exploration report to be submitted. (a) RL of the Ground level/ founding level with reference to a BM should invariably be mentioned in the soil investigation report. (b) Physical and chemical properties of soil. (c) SPT N value at every 0.75m intervals and change of strata. (d) Grain size distribution and analysis including soil characteristics. (e) Value of cohesion and angle of internal friction. (f) Depth of expansive soil and its properties. (g) Recommendations for type of foundation. (h) Recommended SBC based on N value, shear and settlement criteria at three depth 1.5m, 2.0m, and 2.5m and should be worked out for following sizes of footings. (i) 1.5 x 1.5m (ii) 1.5 x 2.5m (iii) 2.0 x 2.5m (iv) 2.0 x 3.0m (v) 2.5 x 3.0m (j) Photographic record of Geo-Exploration as well as testing shall also form part of the report. (k) Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose/ uncomacted sandy soil. (l) Swelling index and swelling pressure in respect of Black Cotton soil and its depth / layer. (m) Depth of ground water table (maximum and minimum) (n) Recommendation for filling under floors. (o) Details of soil profile and bore logs (p) Any other recommendations. Note: The report along with recommendations shall be submitted in duplicate.
All as per item No 2 hereinbefore but 04 Nos of depth 5.00m all as specified and directed.
Topographical Survey all as speified and directed.
Excavation of trail pit of size 1.2m x 1.2m x 3.0m depth in any type of soil all as specified and directed.
GUNASEKARAN AND CO
AM BUILDERS
RAJASEKARAN
VVM CONSTRUCTIONS
Sri Ragavendra Construction
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