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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC 1ST FLOOR MALVIYA NAGAR CEG MALVIYA INDUSTRIAL AREA B 11 G VILLAGE TOWN JAIPUR CITY JAIPUR JAIPUR RAJASTHAN 302017 INDIA | JAIPUR | RAJASTHAN | 302017 | ₹6.3 L Quoted ₹6.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Work order not related to BID nature |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
4 Feb 2022, 3:00 pmClosed
Commissioner, DoIT and C
Room no. 223, RISL, Second Floor, Yojana Bhawan, C-Block, Tilak Marg, C-Scheme, Jaipur (Rajasthan)
Geotechnical and Topographical Survey of land of Digital Fintech University, Jodhpur
2022_DoIT_255928_1
F11(9)/DoITC/Prj/2022/ 00496/2022 Dt. 21.01.2022
Open Tender
Survey
Item Rate
30 days
Jodhpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
Yes
Commissioner, DoIT and C, Jaipur
₹10,000
Yes
RISL, Jaipur
8 Apr 2022
24 Jan 2022
4 Feb 2022
24 Jan 2022
4 Feb 2022
25 Jan 2022
31 Jan 2022
Amount
Making bore hole Nx Size at earmarked location in all types of strata including rock up to required depth and performing standard penetration tests at suitable interval in soil & weathered strata, collection of representative soil and water samples complete including transporting of samples to laboratory for their testing for basic index & engineering properties. Analysis of all field and lab data and preparation of geotechnical report giving recommendations about strata, water table, corrosion potential foundation type & Safe allowable bearing capacity. The bore holes shall be drilled using a diamond core hydraulic drilling rig.
For Bore holes (BH) Of 6m Depth–Single to Double storied structures without basement.(Like Electrical Substation Area)
For Bore holes (BH) Of 10m Depth–Multi-storied structures or structures with a provision for single basement.(one each at proposed tower location)
Collection of Bulk soil samples for determination of Relative/Field Bulk/Dry Density, Chemical Analysis for Soil Corrosiveness, Concrete Environmental Exposure & Horticulture design of on grade rigid pavement slabs/CC roads/flexible bituminous pavements. (NPK), Proctors Test (Light & Heavy) & CBR tests for design of on grade rigid pavement slabs/CC roads/flexible bituminous pavements.
Conducting Electrical resistivity test (Vertical electrical soundings) including surface Thermal Resistivity Tests at various locations and depth (based on Wenner’s/ Schlum berger, s four point electrode configuration to evaluate the true resistivity of soil up to required depth at minimum pin spacing of up to 15 mtrs. as per IS 3043 & IS 15736/2007 submitting detail analysis of true resistivity "R" ohm m value for different depth ranges.–Tests Required for ground water appraisal of the area for tube-well construction,
Topography Survey using Dual frequency RTK baser over type arrangement DGPS including marking of Permanent Revenue Structures defined by Tehsildar/Patwari in the field, along with marking of Culverts, Well, Pond.Nallah, Railway Line, pipe corridors, Roadway and other Permanent Structures. The Work includes submission of the report and drawings in AutoCAD & KML format. The details shall be plotted in such a way so as to fit on A0 (05 nos.) size sheet for printing purpose and its submission. The job includes preparing contour plan by taking levels ata grid of 10mx10m intervals with reference to 3Nos Permanent Bench Marks and plotting contour at 0.25 m intervals. The Entire Map will be aligned parallel to a TRUE NORTH UTM Grid. The Job does not include identification and erecting of boundary pillars. We assume that this activity has already been completed before doing topo-survey.(Lumpsum)
Detailed Chemical Analysis (30Parameters) of ground water samples collected from near by tube-well/open well sources.
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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