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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LQualified 36 RANJEET NAGAR SHAHBAD MARKANDA NH 1 KURUKSHETRA HARYANA 136135 | KURUKSHETRA | HARYANA | 136135 | ₹3.3 L | L1 | Qualified MSE, MII, Category: SC |
| 2 | L2₹3.5 L+₹17,200 (5.22%)Qualified | ₹3.5 L+₹17,200 (5.22%) | L2 | Qualified MSE, MII, Category: General |
| 3 | L3₹4.1 L+₹83,700 (25.4%)Qualified LGF 06 OMAXE AVENUE OMAXE CITY BIJNOR ROAD LUCKNOW LUCKNOW UTTAR PRADESH 226025 UDYAM UP 50 0012526 | LUCKNOW | UTTAR PRADESH | 226025 | ₹4.1 L+₹83,700 (25.4%) | L3 | Qualified MSE, MII, Category: General |
| 4 | L4₹4.5 L+₹1.2 L (37.1%)Qualified KHASRA NO 316 3 REGWA MADHOTAL VIJAY NAGAR JABALPUR JABALPUR MADHYA PRADESH 482002 | JABALPUR | MADHYA PRADESH | 482002 | ₹4.5 L+₹1.2 L (37.1%) | L4 | Qualified MSE, MII, Category: SC |
| 5 | L5₹4.7 L+₹1.4 L (43.1%)Qualified | ₹4.7 L+₹1.4 L (43.1%) | L5 | Qualified MSE, MII, Category: General |
Tender Value
₹8.1 L
EMD Value
₹16,110
Closing Date
30 Aug 2024, 8:00 pmClosed
Demolition and reconstruction of single entry hardened
6762801
GEM/2024/B/5271861
Two Packet Bid
Conducting soil investigation test at site,Conducting standard penetration test SPT 15 m bore hole,
30 days
Uttar Pradesh; Lucknow
Total value wise evaluation
BOQ
5 documents required · 5 mandatory
3 yrs
₹3
80%
₹16,110
30 Aug 2024
9 Aug 2024
30 Aug 2024
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) |
|---|---|---|---|---|---|---|
| 1 | Conducting soil investigation test at site | Conducting soil investigation test at site as per relevant specification of IS2131 and IS6403 and IS1498 and IS2720 and submit the report as per following including shifting of equipment from one place to another place at any distance
Item No A Drilling of 150 mm diameter bore hole in all types of soils as per depth indicated below or refusal strata which ever is earlier as per instruction of the Engineer in charge Refusal defined as and when N value is 100 or more for 30 cm or part penetration depth of bore hole 15m | 10 | Job | Lucknow | 30 |
| 2 | Conducting standard penetration test SPT 15 m bore hole | Conducting standard penetration test SPT in the bore holes at 1 m intervals in depth or every change of strata which ever is earlier as per IS2131 1981 or Condcuting dynamic cone penetration test DCPT in the bore holes at 1 m intervals in depth or every change of strate which ever is earlier as per IS10042 1981 Applicable for gravel and boulder deposit type of soil where depth of bore hole is 15m | 1 | Job | Lucknow | 30 |
| 3 | Conducting standard penetration test SPT 10 m bore hole | Conducting standard penetration test SPT in the bore holes at 1 m intervals in depth or every change of strata which ever is earlier as per IS2131 1981 or Condcuting dynamic cone penetration test DCPT in the bore holes at 1 m intervals in depth or every change of strate which ever is earlier as per IS10042 1981 Applicable for gravel and boulder deposit type of soil where depth of bore hole is 10 m | 1 | Job | Lucknow | 30 |
| 4 | Collecting distrubed and undsturbed soil sample | Collecting distrubed and undisturbed soil sample from the location of conducting SPT or DCPT at an interval of 1 m depth or at change of strata whichever occurs earlier | 1 | Job | Lucknow | 30 |
| 5 | Conducting following lab test on disturbed soil samples | Conducting following lab test on disturbed soil samples as considered necessary according to relevant specification IS2720 and detailed result to be given in tabular form
1 Sieve analysis and Grain size distribution by Sieve analysis and hydrometer test
2 Atterberg s limit as per IS2720 Part5 1985
3 Natural moisture content
4 Particle size analysis testBulk density or dry density
5 Bulk density or dry density | 1 | Job | Lucknow | 30 |
| 6 | Conducting following lab test on Un disturbed soil samples | Conducting following lab test on undisturbed soil samples as considered necessary according to relevant specification IS2720 and detailed result to be given in tabular form
1 Natural moisture content
2 Bulk density
3 Specific gravity
4 Free swell index and swelling properties of soil
5 Organic matter in soil if any
6 Consolidation test compressed index value
7 Triaxial compression test and determination of shear parameters C and o test as per relvant IS
8 Harmful salt complete investigation as already ref | 1 | Job | Lucknow | 30 |
| 7 | Analysis of liquefaction potential | Analysis of liquefaction potential for earthquake as per zone III of IS 1893 2016 part 1 | 1 | Job | Lucknow | 30 |
| 8 | Ground Water Table and HFL | Ground Water Table and HFL
1 Maximum and minimum levels of ground water in the area with source of information
2 Ground water table observed during the investigation
3 Recording the ground water table if observed upto exploration depth as per IS 6395 1973 | 1 | Job | Lucknow | 30 |
| 9 | The SBC of the soil | 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 and IS 1080 1985 and other relevant IS codes and detailed calculations duly showing the various soil parameters or indices shall be given in the soil report as per table as shown in scope of work in the corresponding item | 1 | Job | Lucknow | 30 |
| 10 | Preparation of Soil investigation Report | Preparation of Soil investigation Report
1 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 espacially those that might be impacted by the proposed construction should be indicated with details in site plan
2 Every page of the Soil Investigation Report should have the Name of the Job for which Soil Investigation is being carried out In case of multiple sites of a single Job are being investigated name of each site shall be put on each page of report pertaining to the site alongwith the name of the Job
3 All pages of the Soil Investigation Report shall be serially numbered stamped and signed by the Agency carrying out the soil investigation Report should be scrutinized by GE and CWE for correctness and endorsed
4 Detailed description of field investigation soil classification and general nature of soil strata water table interpretation of test results grain size distribution curves compressive index curves site plan etc stress strain modulus by stress strain curves from triaxial tests foundation analysis and recommendations with supporting calculations regarding foundation system depth of foundation | 1 | Job | Lucknow | 30 |
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bid_6762801.pdf
GEM_BID
sow_soil_investigation_single_has_2024-08-09-12-38-27_92b87633adc2cb7620cc5064063e4b8c.pdf
BOQ
boq_item_sample_file_demolition_and_reconstruction1_2024-08-09-12-38-27_c626097cf2968ee0fbd44d4cf27e0b93.csv
BOQ
list-of-categories-where-trials-are-allowed_1712126171.pdf
OTHER
gtc.pdf
OTHER
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