Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.9 LAccepted-AOC GF 22 GROUND FLOOR OMAXE SQUARE JASOLA DISTRICT CENTRE NEW DELHI SOUTH DELHI DELHI 110025 UDYAM DL 10 0008422 | SOUTH EAST DELHI | DELHI | 110025 | ₹10.9 L | 1 | Accepted-AOC Online negotiation and subsequently quoted price accepted. |
| 2 | 2₹13.3 LRejected-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | ₹13.3 L | 2 | Rejected-Finance Bidder is L-2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Bidder did not submit Format-2 of NIT alongwith the bid. Hence not considered as per clause 1.3.5 of PQ criteria as per Tender Document |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bidder did not submit Format-2 of NIT alongwith the bid. Hence not considered as per clause 1.3.5 of PQ criteria as per Tender Document. |
| Sl No | Description | Qty | Unit | Gaveshana Geosciences Private Limited L1 | BECQUEREL INDUSTRIES PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | Drilling of Bore holes and insitu tests:
Rotary boring/ drilling of ‘SX’ size holes to log and collect samples through all kinds of soils vertically with adequate and suitable equipment for depths below existing ground level as per specifications, drawings and as directed by the Engineer-in-charge. Note: The quoted rate shall include the following: 1. General clearance of site and removal of shrubs, bushes etc required to commence the boring/ drilling operation & in-situ tests in bore holes and clearance of site after completion of work. 2. Making temporary access roads to the boring/ drilling locations from existing approach roads to site. 3. Mobilization and Demobilization of minimum two sets of suitable boring and drilling rigs of hydraulic type, including necessary drilling rods, pumps, miscellaneous equipments, tools, spares, consumables etc. adequate for each set of plant, survey equipment, etc. Additional rigs and equipment shall be mobilized if needed for timely completion of the work at contractor’s own cost. 4. Marking the drill hole locations on ground by actual survey as per the drawing, shifting and setting up of rig at each bore hole location including staging, platform, earthwork, anchoring etc. all complete. 5. Deployment of technical, skilled, semi skilled & unskilled man power required for carrying out the complete work as per specifications & drawings. 6. Measurement of ground water level as per specifications & drawings. 7. Maintenance of drilling records and submission of final geological logs in hardcopy as well as soft copy. 8. Conducting Standard Penetration Test (SPT) in the bore holes @ every 1.5m depth upto rock level (0 M to 17 M) | 119 | RM | 5,546 ₹6.6 L | 3,745 ₹4.5 L |
| 2.00 | Drilling of Bore holes and insitu tests:
Same as item no.1 but with NX size holes in rock formations (excluding carrying out SPT) including collection, numeration and logging of cores, supply of wooden core sample boxes ,painting, labeling of boxes, putting core samples in the boxes, labeling of cores samples, colour photographs ( 100mm x 150 mm ) of boxes with cores samples placed inside the boxes and transporting and storing in core samples library at location indicated by Engineer-in-charge, measurement of ground water level etc. complete as per specifications & drawings. (0 M to 17 M) | 30 | RM | 5,133 ₹1.5 L | 4,200 ₹1.3 L |
| 3.00 | Plugging of bore holes as per specifications and as directed by Engineer-In-Charge using 1:2 cement-sand grout:
SX size holes | 119 | RM | 442.5 ₹52,657.50 | 200 ₹23,800 |
| 4.00 | Plugging of bore holes as per specifications and as directed by Engineer-In-Charge using 1:2 cement-sand grout.:
NX size holes | 30 | RM | 442.5 ₹13,275 | 200 ₹6,000 |
| 5.00 | Laboratory tests on soil samples:
Conducting Grain size analysis, particle size & percent fines distribution of soil 1498), (Sieve analysis & analysis) including Grain Size Distribution curve as per drawings, specifications, IS 2720 (part-4) and as directed by the Engineer-in-charge. | 63 | Nos | 218.3 ₹13,752.90 | 250 ₹15,750 |
| 6.00 | Laboratory tests on soil samples: Conducting index properties of soil such as Liquid limit, plastic limit and plasticity index etc as per drawings, specification, IS 2720 (Part 5), IS 9259 and direction of the Engineer-in-charge. Three tests of each soil sample will be considered as one set. | 63 | SET | 218.3 ₹13,752.90 | 200 ₹12,600 |
| 7.00 | Laboratory tests on soil samples: Conducting Specific gravity as per specification, drawings, IS 2720 (Part 3 ) and as directed by the Engineer-in-charge. Three tests of each soil sample will be considered as one set. | 63 | SET | 218.3 ₹13,752.90 | 200 ₹12,600 |
| 8.00 | Laboratory tests on soil samples: Compaction test | 14 | Nos | 289.1 ₹4,047.40 | 1,000 ₹14,000 |
| 9.00 | Laboratory tests on soil samples: Conducting test for density and natural moisture content from the undisturbed samples collected from selected bore holes as per drawings, specification, IS 2720 and as directed by the Engineer-in-charge. | 63 | Nos | 218.3 ₹13,752.90 | 200 ₹12,600 |
| 10.00 | Laboratory tests on soil samples: Consolidation test | 35 | Nos | 259.6 ₹9,086 | 1,000 ₹35,000 |
Tender Value
₹14.6 L
EMD Value
₹29,151
Closing Date
17 Oct 2024, 10:00 amClosed
SME(Civil)
MAPS,KALPAKKAM,603102
Carrying out Topographical survey, Geo-technical investigations and allied works for proposed Desalination (MED) plant at MAPS, Kalpakkam.
2024_NPCIL_209078_1
MAPS/CTC/CSM/PUBLIC/ET881/2024
Open Tender
Survey
180 days
MAPS, Kalpakkam
Sub soil investigation works in soil rock strata (OR) Topographical survey, Geo-technical
investigations.
2 documents required · 2 mandatory
₹0
₹29,151
CMM,Works,MAPS,Kalpakkam
29 Apr 2026
24 Sept 2024
18 Oct 2024
27 Sept 2024
17 Oct 2024
11 Oct 2024
1 Oct 2024 - 8 Oct 2024
10 Oct 2024
Amount
Drilling of Bore holes and insitu tests: Same as item no.1 but with NX size holes in rock formations (excluding carrying out SPT) including collection, numeration and logging of cores, supply of wooden core sample boxes ,painting, labeling of boxes, putting core samples in the boxes, labeling of cores samples, colour photographs ( 100mm x 150 mm ) of boxes with cores samples placed inside the boxes and transporting and storing in core samples library at location indicated by Engineer-in-charge, measurement of ground water level etc. complete as per specifications & drawings. (0 M to 17 M)
Plugging of bore holes as per specifications and as directed by Engineer-In-Charge using 1:2 cement-sand grout: SX size holes
Plugging of bore holes as per specifications and as directed by Engineer-In-Charge using 1:2 cement-sand grout.: NX size holes
Laboratory tests on soil samples: Conducting Grain size analysis, particle size & percent fines distribution of soil 1498), (Sieve analysis & analysis) including Grain Size Distribution curve as per drawings, specifications, IS 2720 (part-4) and as directed by the Engineer-in-charge.
Laboratory tests on soil samples: Conducting index properties of soil such as Liquid limit, plastic limit and plasticity index etc as per drawings, specification, IS 2720 (Part 5), IS 9259 and direction of the Engineer-in-charge. Three tests of each soil sample will be considered as one set.
Laboratory tests on soil samples: Conducting Specific gravity as per specification, drawings, IS 2720 (Part 3 ) and as directed by the Engineer-in-charge. Three tests of each soil sample will be considered as one set.
Laboratory tests on soil samples: Compaction test
Laboratory tests on soil samples: Consolidation test
Laboratory tests on soil samples: Unconfined compression test
Laboratory tests on soil samples: Triaxial test
Laboratory tests on soil samples: Conducting chemical analysis of undisturbed soil samples or disturbed SPT soil samples coated with wax including total soluble solids , organic matter , Calcium carbonate , cation exchange capacity , silica sesquioxide ratio , sulphates as SO3, Chlorides and pH as per drawing, specification, IS 2720 ( Part 21,22,23,24, 25, 26, & 27) and as directed by the Engineer-in-charge.
Laboratory tests on ground water samples: Collecting ground water samples as applicable at specified depths from drill holes (minimum 2 litres) and conducting full chemical analysis of water sample as per relevant IS code in an approved laboratory, complete as per drawing, specifications, as directed by Engineer-in-charge, including submission of test reports: Determination of turbidity
Laboratory tests on ground water samples: Collecting ground water samples as applicable at specified depths from drill holes (minimum 2 litres) and conducting full chemical analysis of water sample as per relevant IS code in an approved laboratory, complete as per drawing, specifications, as directed by Engineer-in-charge, including submission of test reports: PH Value determination.
Laboratory tests on ground water samples: Collecting ground water samples as applicable at specified depths from drill holes (minimum 2 litres) and conducting full chemical analysis of water sample as per relevant IS code in an approved laboratory, complete as per drawing, specifications, as directed by Engineer-in-charge, including submission of test reports: Alkalinity determination.
Laboratory tests on ground water samples: Collecting ground water samples as applicable at specified depths from drill holes (minimum 2 litres) and conducting full chemical analysis of water sample as per relevant IS code in an approved laboratory, complete as per drawing, specifications, as directed by Engineer-in-charge, including submission of test reports: Chlorides content determination.
Laboratory tests on ground water samples: Collecting ground water samples as applicable at specified depths from drill holes (minimum 2 litres) and conducting full chemical analysis of water sample as per relevant IS code in an approved laboratory, complete as per drawing, specifications, as directed by Engineer-in-charge, including submission of test reports: Sulphates content determination
Laboratory tests on ground water samples: Collecting ground water samples as applicable at specified depths from drill holes (minimum 2 litres) and conducting full chemical analysis of water sample as per relevant IS code in an approved laboratory, complete as per drawing, specifications, as directed by Engineer-in-charge, including submission of test reports: Nitrites content determination
Laboratory tests on ground water samples: Collecting ground water samples as applicable at specified depths from drill holes (minimum 2 litres) and conducting full chemical analysis of water sample as per relevant IS code in an approved laboratory, complete as per drawing, specifications, as directed by Engineer-in-charge, including submission of test reports: Nitrates content determination
Laboratory tests on rock samples: Carrying out laboratory tests on rock samples in an approved laboratory, complete as per specifications and as directed by Engineer-in-charge-In-Charge, including necessary transportation of samples to approved laboratories and submission of test report in hardcopy (sixtuplicate) as well as soft copy (CD).Water content and porosity
Laboratory tests on rock samples: Carrying out laboratory tests on rock samples in an approved laboratory, complete as per specifications and as directed by Engineer-in-charge-In-Charge, including necessary transportation of samples to approved laboratories and submission of test report in hardcopy (sixtuplicate) as well as soft copy (CD). Density and Specific Gravity
Laboratory tests on rock samples: Carrying out laboratory tests on rock samples in an approved laboratory, complete as per specifications and as directed by Engineer-in-charge-In-Charge, including necessary transportation of samples to approved laboratories and submission of test report in hardcopy (sixtuplicate) as well as soft copy (CD).Uniaxial compression test to determine un-confined compressive strength, Young's Modulus E and Poisson's ratio with the samples in saturated condition.
Report submission of the surveys, tests, investigation and foundation parameters: Preparation and submission of comprehensive draft ( 2 Copies ) and final (6 copies) reports of all the tests, field investigations, surveys, laboratory tests etc. in the scope of this tender as detailed in various schedules, specifications, drawings inclusive of bore logs , survey of discontinuities, Compilation, interpretation, analysis of the data, recommendations of the foundation system and foundation design parameters including deriving spring constant as per AERB Guide no. AERB /NPP/SG/CSE-2. Final report shall be submitted after the draft copy is approved by the Engineer-in-charge. Also submission of draft ( 2 Copies) interim reports of all the tests / field investigations carried out as detailed in specifications inclusive of bore logs , results of tests including their soft copies and 3 copies of the approved interim report as soon as a particular tests , investigation, surveys are completed. Report shall be submitted in soft copies as well as hard copies. The Report shall be independently proof checked by Geotechnical expert from Institutes like IITs, IISc, NIRM, CSMRS, etc., before submission to be approved by Engineer-in-charge.
BECQUEREL INDUSTRIES PRIVATE LIMITED (BID ID -757271)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.84 MB
Tendernotice_2.pdf
PDF • 1.19 MB
Tendernotice_3.pdf
PDF • 0.50 MB
Tendernotice_4.pdf
PDF • 3.08 MB
BOQ_228643.xls
BOQ • 0.31 MB
TechnicalBidET881.xls
Additional Documents • 0.18 MB
Download all tender documents and submit your bid
