Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹61,500Accepted-Finance | 1 | Accepted-Finance Being Lowest | |
| 2 | 2₹72,500+₹11,000 (17.9%)Rejected-Finance | 2 | Rejected-Finance Being Not Lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical REJECTED IN TECH BID DUE TO NON FULFILLMENT OF NIT CONDITION. | |
| 4 | Rejected-Technical | - | Rejected-Technical REJECTED IN TECH BID DUE TO NON FULFILLMENT OF NIT CONDITION. |
Tender Value
₹50,740
Closing Date
17 Jul 2023, 6:00 pmClosed
AGE(I) Fatehgarh
Fatehgarh
Soil Investigating and Topographical Survey for Provn of Tech Accn at New KLP of Military Dental Centre Fatehgarh (Supplementary AMWP 2022-23)
2023_MES_600982_2
AGE(I)/FAT/E3/QT-02 OF 2023-2024
Limited
Miscellaneous Works
Item Rate
30 days
AGE(I) Fatehgarh
PLEASE REFER TENDER DOCUMENTS
4 documents required · 4 mandatory
₹0
Exempted
19 Aug 2023
11 Jul 2023
19 Jul 2023
11 Jul 2023
17 Jul 2023
12 Jul 2023
Amount
Exploratory drilling 150mm dia of boreholes in dry area up to a maximum depth of 12.00m or up to refusal. Whichever met earlier, by percussion mthod in all type of overburden soil excluding rock, with skilled labours, technical manpower, tools & plants, equipment, machineries, lead & lift installation of casing pipe andall other items necessary for drilling as required. Refusal shall be defined when 'N' value reached 100 for penetration of 300mm. Collection of Undisturbed soil samples from all boreholes at intervals of 3.00 m in depth and every change of strata from borehole. Conducting Standard Penetration test (S.P.T) as per relevant IS specification in the boreholes at an interval of 1.50 m in depth and at every change of strata from borehole. Preparation and submission of Report (one Draft copy and two originals) giving recommendations for type of foundation,analysis of bore logs & tests results anong with SBC values and calculations in approved format for the alignment including stations. Depth of bore hole 7.50 mtr. Carrying out necessary tests as per relevant IS codes on all collected samples which include the determination of :- (i) Natural Moisture contents as per IS (ii) Specific gravity test (fine grained soil) as per IS (iii) Specific gravity test (coarse grained soil) as per IS (iv) Grain Size Analysis as per IS (v) Hydrometer Analysis as per IS (vi) Liquid Limit as per IS (vii) Plastic limit as per IS (viii) Shrinkage limit as per IS (ix) Unconfined Compressive Test as per IS (x) Tri-axial compression Test (UU) as per IS (xi) Direct Shear Test as per IS (xii) Consolidation Test as per IS (xiii) Free swell Index as per IS (xiv) Conducting chemical analysis of ground water sample (xv) Conducting chemicla analysis of soil samples (xvi) Measurement of ground water level after completion of each boreholes and collection of water samples from each borehole minimum 1 ltr each.
Conductin Topographical Survey unisng Electronic Total station for preparation of site condition plan, taking all ground features like Road, buildings, drain, E.T/telephone poles etc. (Area 60mx55m)
National Soil Testing and Research Laboratories
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .