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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64,495Qualified | L1 | Qualified MSE, MII, Category: General | |
| 2 | L2₹73,455+₹8,960 (13.9%)Qualified | L2 | Qualified MII | |
| 3 | L3₹78,000+₹13,505 (20.9%)Qualified | L3 | Qualified MSE, MII, Category: OBC | |
| 4 | L4₹81,600+₹17,105 (26.5%)Qualified OPPOSITE DRILLING OFFICE ONGC B G ROAD B G ROAD SIVASAGAR TOWN SIVASAGAR SIBSAGAR ASSAM 785640 | SIVASAGAR | ASSAM | 785640 | L4 | Qualified MSE, MII, Category: OBC |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
15 Nov 2022, 12:00 pmClosed
Laboratory Tests
3997470
GEM/2022/B/2731689
Mobilization.Transporatation, erection and dismantling at Hattigor,Boring 150mm at 281 FD Regt at H
10 days
Assam; Kamrup
Total value wise evaluation
BOQ
1 document required · 1 mandatory
Exempted
15 Nov 2022
12 Nov 2022
15 Nov 2022
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | Mobilization.Transporatation, erection and dismantling at Hattigor | Mobilization/Transporation,erection and dismantling of all required equipment at proposed site including deployment of suitable personal for effective soil investigation as directed | 1 | Job | [email protected] | 10 |
| 2 | Boring 150mm at 281 FD Regt at Hattigor | Boring 150mm dia hole at various location as shown at the site by the Engineer-in-charge in any kind of soil but excluding rock.Collection of undisturbed samples at every 1.00m depth,collection of disturbed sample at suitable depth as reqd at site.conducting standard penetration test as per relevant IS at an interval of 1.5m up to depth of 15.00m 01 bore hole. | 15 | RM | [email protected] | 10 |
| 3 | Laboratory tests | Carrying out following laboratory tests on the soil sample as per IS code,Grain Size,Specific Gravity, Study of settlement characteristic of soil base on consolidation test and liquid and plastic limit, Stratfication of soil for entire depth of boring including ground water table locations and other properties. Evaluation of shear parameters of un distrubed sample adopting direct shear test, Natural moisture content,void ration and porosity,tri-axial and direct shear test of undisturbed samples and bulk, submerged and dry density of the soil | 1 | No of BH | [email protected] | 10 |
| 4 | SSI Report | Compilation of SSI Report giving details of Field investigation,details Laboratory analysis, depth and type of foundation to be adopted and safe bearing capacity for the same in four copies. | 1 | Job | [email protected] | 10 |
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bid_3997470.pdf
GEM_BID
pdf-scanner-12-11-22-10-03-09_2022-11-12-10-31-49_0031dc5ea528870f72f0cd392965a0cd.pdf
BOQ
boq_item_sample_file-2-copy_2022-11-12-10-31-49_469a78d7288c5ed71eb093d19ffb17a7.csv
BOQ
gtc.pdf
OTHER
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