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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25,000Qualified LGF 06 OMAXE AVENUE OMAXE CITY BIJNOR ROAD LUCKNOW LUCKNOW UTTAR PRADESH 226025 UDYAM UP 50 0012526 | LUCKNOW | UTTAR PRADESH | 226025 | ₹25,000 | L1 | Qualified MSE, Category: General |
| 2 | L2₹32,000+₹7,000 (28.0%)Qualified | ₹32,000+₹7,000 (28.0%) | L2 | Qualified |
| 3 | L3₹33,000+₹8,000 (32.0%)Qualified MASJID COLONY PANTNAGAR MASJID COLONY PANTNAGAR UDHAM SINGH NAGAR UTTARAKHAND 263145 UDYAM UK 12 0022093 05BQIPA0789B1Z9 R M MSME STATUS AS NOT VERIFIED | UDAM SINGH NAGAR | UTTARAKHAND | 263145 | ₹33,000+₹8,000 (32.0%) | L3 | Qualified MSE, Category: OBC |
Tender Value
₹35,400
EMD Value
Exempted
Closing Date
22 Dec 2023, 7:00 pmClosed
soil investigation for demolition and reconstruction of living
5732627
GEM/2023/B/4333935
Two Packet Bid
Conducting soil investigation test at site as per relevant specification of IS 2131 IS 6403 IS 1498
10 days
Uttar Pradesh; Gorakhpur
Total value wise evaluation
BOQ
5 documents required · 5 mandatory
3 yrs
Exempted
22 Dec 2023
12 Dec 2023
22 Dec 2023
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | Conducting soil investigation test at site as per relevant specification of IS 2131 IS 6403 IS 1498 and IS 2720 and submit the report as per following | Conducting soil investigation test at site as per relevant specification of IS 2131 IS 6403 IS 1498 and IS 2720 and submit the report as per following | 1 | Job | Gorakhpur | 10 |
| 2 | A Drilling upto 15 mtr below finished grade level of 150mm diameter bore hole in all type of soils as per depth of every 30cm to establish the soil profile | A Drilling of 150mm diameter bore hole in all type of soils as per depth indicated below or refusal strata whichever is earlier as per instructions of Engr in charge Refusal defined as and when N value is 100 or more for 30cm or part penetration | 1 | Nos | Gorakhpur | 10 |
| 3 | a Conducting standard penetration test in the bore holes at 1 m intervals in depth or every change of strata whichever is earlier as per IS 2131 1981 | a Conducting standard penetration test in the bore holes at 1 m intervals in depth or every change of strata whichever is earlier as per IS 2131 1981 or conducting DCPT in the bore holes at 1 m intervals in depth or every change of strata which ever is earlier as per IS 10042 1981 approval for gravel boulder deposit type of soil Depth of bore hole is 10m | 1 | Nos | B Collecting Disturbed Soil Sample Gorakhpur From The Location | 10 |
| 4 | b Collecting disturbed soil sample from the location of conducting SPT or DPCT | b Collecting disturbed soil sample from the location of conducting SPT or DPCT at an interval of 1m depth or at change of strata whichever is earlier | 1 | Nos | C Conducting Following Lab Gorakhpur Test On Disturbed Soil Samples | 10 |
| 5 | c Conducting following lab test on disturbed soil samples as considered necessary according to relevant specification IS-2720 and detailed result to be given in tabular form | c Conducting following lab test on disturbed soil samples as considered necessary according to relevant specification IS-2720 and detailed result to be given in tabular form i Sieve analysis and grain size distribution by Sieve analysis and hydrometer test ii Atterbergs limit as per IS 2720 Part 5 1985 iii Natural moisture content iv Particle size analysis test v Bulk density dry density | 1 | Nos | D Conducting Following Lab Gorakhpur Test On Undisturbed Soil Samples | 10 |
| 6 | d Conducting following lab test on undisturbed soil samples as considered necessary according to relevant specification IS-2720 and detailed result to be given in tabular form | Conducting following lab test on undisturbed soil samples as considered necessary according to relevant specification IS-2720 and detailed result to be given in tabular form i Natural Moisture ccontent ii Bulk density iii Specific Gravity iv Free swell index and swelling properties of soil v Organic matter in soil vi Consolidation test compressed index value vii Trixial compression test and determination of shear parameters as per relevant IS viii Harmful Salt | 1 | Nos | E Analysis Of Liquefaction Gorakhpur Potential For Earthquake | 10 |
| 7 | e Analysis of liquefaction potential for earthquake as per Zone IV of IS 1893 2016 Part I | e Analysis of liquefaction potential for earthquake as per Zone IV of IS 1893 2016 Part I | 1 | Nos | F Ground Water Table And Gorakhpur HFL | 10 |
| 8 | f Ground Water Table and HFL | f Maximum and minimum levels of ground in the area with source of information ii Ground water table observed during the investigation iii Recording the ground water table if observed upto exploration depth as per IS 6395 1973 | 1 | Nos | GSBC Of Soil Is Required Gorakhpur To Be Given As Per Following | 10 |
| 9 | g SBC of soil is required to be given as per following table | g The SBC of the soil is required to be given as per following table calculation of bearing capacity will be governed generally as per IS 8009 Part 1 1976 IS 2720 Part 2 1980 IS 6403 1980 IS 1904 1986 IS 1080 1985 and other relevant IS codes and detailed calculations duly showing the various soil parameters indices shall be given in the soil report | 1 | Nos | B Preparation Of Soil Investigation Gorakhpur Report | 10 |
| 10 | B Preparation of soil investigation report | i A detailed site plan showing the approx location of each bore duly numbered as per log of borehole should be enclosed with every sites soil investigation report Location of foundation of adjacent structure especially those that might be impacted by the proposed construction should be indicated with details in site plan | 1 | Nos | Gorakhpur | 10 |
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bid_5732627.pdf
GEM_BID
null_-1_2023-12-12-18-03-42_582e3514cd6ecd3f9e38e841d67d14ca.pdf
BOQ
living_in_accn_2023-12-12-18-03-42_f0fcc8c8c32547e963e9696ccd4e8c4b.csv
BOQ
gtc.pdf
OTHER
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