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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24,250Qualified LGF 06 OMAXE AVENUE OMAXE CITY BIJNOR ROAD LUCKNOW LUCKNOW UTTAR PRADESH 226025 UDYAM UP 50 0012526 | LUCKNOW | UTTAR PRADESH | 226025 | ₹24,250 | L1 | Qualified MSE, Category: General |
| 2 | L2₹62,665+₹38,415 (158.4%)Qualified 119 LANE NO 4 DAYA NAND NAGAR LAWRENCE ROAD AMRITSAR PUNJAB 143001 | AMRITSAR | PUNJAB | 143001 | ₹62,665+₹38,415 (158.4%) | L2 | Qualified |
| 3 | Disqualified | - | - | Disqualified MSE, Category: General |
Tender Value
Refer Docs
EMD Value
Exempted
Closing Date
12 Mar 2024, 7:00 pmClosed
CONSTRUCTION OF BUILDING FOR ECHS POLYCLINIC TYPE D
6162669
GEM/2024/B/4726921
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
Exempted
18 Mar 2024
2 Mar 2024
12 Mar 2024
| 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 | Drilling upto 10 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 | Drilling upto 10 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 | 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 | 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 | 1 | Nos | Gorakhpur | 10 |
| 5 | c Collecting undisturbed soil samples at 150 cm intervals or change of strata whichever occurs earlier | c Collecting undisturbed soil samples at 150 cm intervals or change of strata whichever occurs earlier | 1 | Nos | D Analysis Of Liquefaction Gorakhpur Potential For Earthquake | 10 |
| 6 | d Analysis of liquefaction potential for earthquake as per Zone IV of IS 1893 2016 Part I | d Analysis of liquefaction potential for earthquake as per Zone IV of IS 1893 2016 Part I | 1 | Nos | E Recording Of The Highest Gorakhpur Ground Water Table If | 10 |
| 7 | e Recording of the highest ground water table if observed upto exploration depth as per IS 6395 1973 | e Recording of the highest ground water table if observed upto exploration depth as per IS 6395 1973 | 1 | Nos | F Conducting Liquid Limit Gorakhpur Plastic Limit And Plasticity | 10 |
| 8 | f Conducting Liquid limit Plastic limit and plasticity index IS 2720 Part V 1975 for each borehole | f Conducting Liquid limit Plastic limit and plasticity index IS 2720 Part V 1975 for each borehole | 1 | Nos | Gorakhpur | 10 |
| 9 | g Soil permeability IS 2720 Part XVII one for each soil type | g Soil permeability IS 2720 Part XVII one for each soil type | 1 | Nos | Gorakhpur | 10 |
| 10 | h Soil pH value IS2720 Part XXVI one for each soil type | h Soil pH value IS2720 Part XXVI one for each soil type | 1 | Nos | Gorakhpur | 10 |
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bid_6162669.pdf
GEM_BID
soil_inv_of_echs_-_copy_2024-03-02-18-31-49_821a89b0374e42d7f5575243d3288bfc.pdf
BOQ
esic_2024-03-02-18-31-49_0e17582034089a613c9bdc580a4b80df.csv
BOQ
gtc.pdf
OTHER
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