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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC L1 BIDDER | |
| 2 | L2₹3.4 L+₹30,000 (9.84%)Rejected-Finance VILL PO SITALKUCHI DIST COOCHBEHAR PIN 736158 STATE WEST BENGAL | COOCHBEHAR | COOCHBEHAR | WEST BENGAL | 736158 | L2 | Rejected-Finance HIGHER THEN L1 BIDDER |
Tender Value
₹2.4 L
EMD Value
₹5,000
Closing Date
6 Jun 2022, 6:00 pmClosed
CWE
HQ 136 WORKS ENGINEERS PIN - 914136 C/O 99 APO
SOIL INVESTIGATION FOR PROVN OF RETAINING WALLS AT VARIOUS LOCATIONS AT LEBONG AND AT INF BN TA LOC AT JALAPAHAR UNDER AGE(I) DARJEELING
2022_MES_522395_1
CWE/136-WE/13 OF 2022-23
Open Tender
Civil Works
Item Rate
45 days
Darjeeling
Class E, Category K
8 documents required · 8 mandatory
₹300
AGE(I) Darjeeling
₹5,000
Yes
7 Jul 2022
6 May 2022
7 Jun 2022
6 May 2022
6 Jun 2022
21 May 2022
6 May 2022 - 13 May 2022
Amount
Soil investigation work including conduction of (1) standard penetration test, up to depth 6.0 metre or Refusal (N=50) whichever comes earlier. Collection of samples at different depth for field and lab test including (2) classification of soil properties, (3) Direct shear Test, (4) Tri-axial shear test, (5) Consolidation test, (6) Field density, (7) Liquid Limit, (8) Plastic limit, (9) Specific Gravity and others (10) Relative density and other engineering properties. as per soil condition, (11) settlement analysis to determination of Bearing Capacity of soil at foundation level and submission of investigation report with recommendation, complete all as specified and directed.
Soil investigation work including conduction of (1) standard penetration test, up to depth 8.0 metre or Refusal (N=50) whichever comes earlier. Collection of samples at different depth for field and lab test including (2) classification of soil properties, (3) Direct shear Test, (4) Tri-axial shear test, (5) Consolidation test, (6) Field density, (7) Liquid Limit, (8) Plastic limit, (9) Specific Gravity and others (10) Relative density and other engineering properties. as per soil condition, (11) settlement analysis to determination of Bearing Capacity of soil at foundation level and submission of investigation report with Recommendation, complete all as specified and directed.
Conducting plate load test as per IS: 1888-1982 at by bearing plate size (30cm X 30cm) and thickness 25mm to determination the bearing capacity of soil, complete all as specified and directed.
PRANTIK ASSOCIATES
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