Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹1.1 LAccepted-Finance A 14 USHA SADAN NEAR POST OFFICE COLABA MUMBAI 05 | MUMBAI | MUMBAI | MAHARASHTRA | 400005 | L 1 | Accepted-Finance Due to L 1 | |
| 2 | L 2₹1.1 L+₹4,000 (3.76%)Rejected-Finance M S TECH NIG COMPUTERS NOOR ULLAH ROAD 48 64 NOORUAH ROAD ALAHABAD UTTAR PRADESH 211003 | PRAYAGRAJ | UTTAR PRADESH | 211003 | L 2 | Rejected-Finance Due to L 2 | |
| 3 | L 3₹1.1 L+₹4,500 (4.23%)Rejected-Finance | L 3 | Rejected-Finance Due to L 3 | |
| 4 | L 4₹1.1 L+₹6,750 (6.34%)Rejected-Finance | L 4 | Rejected-Finance Due to L 4 | |
| 5 | L 5₹1.5 L+₹43,500 (40.8%)Rejected-Finance | L 5 | Rejected-Finance Due to L5 |
Tender Value
₹1.1 L
Closing Date
6 Jan 2020, 6:00 pmClosed
AGE(I)MANAURI
AGE(I)AF MANAURI PIN-212212
Job for Soil Testing at 24 ED AF manauri
2019_MES_305438_2
3009/EQ/04/E3
Open Tender
Job Works
Works
60 days
AGE(I)AF MANAURI
Please refer Tender Documents
4 documents required · 4 mandatory
₹0
Exempted
9 Jan 2020
28 Dec 2019
8 Jan 2020
28 Dec 2019
6 Jan 2020
28 Dec 2019
Amount
Provn of MES Complex at 24 ED AF Stn Manauri.
(a) Mobilization of mechanical drilling equipment/rig & shifting of entire arrengement from one bore to another bore hole location and setting of boring/drilling rig as required/directed by Eng-in-Charge. (b) Boring 150 mm dia bore holes to 10 mtr depth through following type of strata :- (i) Any type of soil (ii) Soft rock (iii) Hard Rock (c) Collection of undisturbed soil sample at 2 mtr interval or at charge of strata in 100 mm bore thin walled tube including waxing sealing . Packing and transporting of the Job. (d) Carring out standered penetration test (S.P.T)including collection of disturbed soil samles in bore holes at every 1.5 mtr depth or any charge of strata and submit the report with all requisite data. (e) Conducting necessary test as per relevent IS codes / NBS 2005/SP 36 on all collected samples which include the determination of :- (i) Atterberg Limits (ii) Natural Moisture Content (iii) Wet and Dry Density (iv) Soil Particle Size distribution using Sieve / Hydrometer Analysis (v) Tri- Axial Shear Test C & Dermination. (vi) Shrinkage Limit (vii) Consoliditaion Test (viii) Specific Gravity Test for Sand/ Rock. (ix) Crushing Strength of Rock Samples. (x) Permeability Test (xi) Chemical Analysis of soil. (xii) Free Soil Index.
TECH-NIG COMPUTERS
KING TRADERS
SHUBHAM CONTRACTOR
VARDAN ENVIROLAB
MEENAKSHI GEOTECH
JKINFRATECH
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
finance_347483.pdf
boq_comp_chart.xlsx
xlsx
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 .