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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55,460Qualified BIMAL SINHA SARANI HAKIMPARA SILIGURI SILIGURI HAKIMPARA DARJEELING WEST BENGAL 734001 | JALPAIGURI | WEST BENGAL | 734001 | L1 | Qualified MSE, Category: General | |
| 2 | L2₹90,000+₹34,540 (62.3%)Qualified | L2 | Qualified MSE, Category: General | |
| 3 | Disqualified | - | Disqualified MSE, Category: General | |
| 4 | Disqualified 10 2 KAILASH GHOSH ROAD BEHALA KOLKATA WEST BENGAL 700008 | KOLKATA | WEST BENGAL | 700008 | - | Disqualified MSE, Category: General | |
| 5 | Disqualified 00 TENGNAMARI ABHAYAPURI BONGAIGAON ASSAM 783384 | BONGAIGAON | ASSAM | 783384 | - | Disqualified MSE, Category: General |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
8 Jun 2023, 7:00 pmClosed
Soil testing for commercial power supply
4828907
GEM/2023/B/3504301
Two Packet Bid
Soil investigation of site for provn of infrastructure for commercial power supply for MPR at 273 S
15 days
West Bengal; Darjeeling
Total value wise evaluation
BOQ
4 documents required · 4 mandatory
3 yrs
20%
Exempted
8 Jun 2023
29 May 2023
8 Jun 2023
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | Soil investigation of site for provn of infrastructure for commercial power supply for MPR at 273 SU under GE AF Bagdogra | The following works are to be carried out for soil testing to work services for infrastructure for commercial power supply of MPR at 273 SU AFS Bagdogra . A. Boring through Sand or Clay or Muddy soil from ground level upto 8.0 Mtrs 01 No. B. Carrying out standard penetration test in bore holes 02 Nos as per IS 2131 1985. C. Collecting disturbed samples at every 0.5 mtr or change of strata including packing handling and refilling of strata as per its original position all complete. D. Collecting undisturbed samples at every 1.0 mtr or change of strata including packing handling all complete as per IS 2131 1985 complete all as specified and as directed. E. Carrying out laboratory test and field test for i. Grain sizes. ii. Liquid and plastic limits. Iii. Natural moisture content. iv. Specific gravity. v. Bulk and dry density. vi. Shed characteristic of undisturbed samples using direct shear test. vii. Unconfined compression test. viii. Consolidation test. F. The report also to be include clearly as per the following parameters. i. Safe bearing capacity of the soil at different depth. ii. Whether effect of high water table has been considered or not while working out SBC. iii. Type of soil. iv. Suggested foundation type. G. Test report within the contract date in hard and soft copy required to be submitted to the Engr in Charge. | 2 | Each Bore hole | Darjeeling | 15 |
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bid_4828907.pdf
GEM_BID
job-description-soil_2023-05-29-18-49-06_0e07641165445fcb7c8bbda9a67eec1a.pdf
BOQ
boq_soil_inv_2023-05-29-18-49-06_7f1e68505fa2c0d528f532e3c1d0d4ed.csv
BOQ
ATC_30f6e29b-19a2-4fdf-b3be1685366833016_bagdograbuyerconsignee.docx
OTHER
gtc.pdf
OTHER
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