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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70,800Qualified BIMAL SINHA SARANI HAKIMPARA SILIGURI SILIGURI HAKIMPARA DARJEELING WEST BENGAL 734001 | JALPAIGURI | WEST BENGAL | 734001 | L1 | Qualified MSE, Category: General | |
| 2 | L2₹2 L+₹1.3 L (182.5%)Qualified 154 AND 155 154 155 E 19 SECTOR 3 ROHINI OTHER DELHI 110085 | NORTH WEST DELHI | DELHI | 110085 | L2 | Qualified MSE, Category: General | |
| 3 | L3₹3.2 L+₹2.5 L (352.5%)Qualified 86 INDUSTRIAL AREA PHASE 1 PANCHKULA HARYANA 134109 | PANCHKULA | HARYANA | 134109 | L3 | Qualified MSE, Category: General | |
| 4 | L4₹7.7 L+₹7.0 L (993.0%)Qualified 327 1 1 T N MUKHERJEE ROAD MAKHLA P O RAGHUNATHPUR P S UTTARPARA DIST HOOGHLY PIN 712247 | MAKHLA | HOOGHLY | WEST BENGAL | 712247 | L4 | Qualified MSE, Category: General | |
| 5 | Disqualified | - | Disqualified MSE, Category: General |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
8 May 2023, 6:00 pmClosed
Soil Investigation at 273 SU
4714025
GEM/2023/B/3397856
Two Packet Bid
Soil investigation of site for provn of integrated watch towers and perimeter road including improv
15 days
West Bengal; Darjeeling
Total value wise evaluation
BOQ
4 documents required · 4 mandatory
2 yrs
20%
Exempted
19 May 2023
28 Apr 2023
8 May 2023
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | Soil investigation of site for provn of integrated watch towers and perimeter road including improvement to the existing perimeter wall at 273SU under GE AF Bagdogra | The following works are to be carried out for soil testing to work services for Provn of integrated watch towers and perimeter road including improvements to the existing perimeter wall at 273 SU AFS Bhuttabari. A. Boring through Sand or Clay or Muddy soil from ground level upto 8.0 Mtrs 04 Nos. B. Carrying out standard penetration test in bore holes as per IS 2131 1985. C. Collecting disturbed samples at every 1.0 mtr or change of strata including packing, handling and refilling of strata as per its original position. 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 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. Making good the dismantled/ disturbed portion as per the direction of Engr in Charge | 4 | Each Job | Darjeeling | 15 |
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bid_4714025.pdf
GEM_BID
job-description_2023-04-28-17-19-21_a5f8df2b30abc234d228c3104ea2e410.pdf
BOQ
boq_soil_inv_2023-04-28-17-19-21_2eaded68d9b14a5981dc419b9656fe3b.csv
BOQ
ATC_33ff5f17-4147-47ce-bf621682682786079_bagdograbuyerconsignee.docx
OTHER
gtc.pdf
OTHER
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