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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical OFFICE NO 10 GAURI COMPLEX CBD BELAPUR NAVI MUMBAI NAVI MUMBAI PANVEL MAHARASHTRA 400614 | THANE | MAHARASHTRA | 400614 | Accepted-Technical bID QUALIFIED IN TECHNICA EVALUATION |
| 2 | Accepted-Technical C 91 GROUND FLOOR SHIVALIK MALVIYA NAGAR NEW DELHI PIN 110017 | NEW DELHI | NEW DELHI | DELHI | 110017 | Accepted-Technical BID QUALIFIED IN TECNICAL EVAALUATION |
| 3 | Not Admitted-Fee/PreQual/Technical PLOT NO 27 28 SHIV VIHAR EXT NALA ROAD BEHIND VIKAS PURI UTTAM NAGAR WEST DELHI DELHI 110059 | DELHI | WEST DELHI | DELHI | 110059 | Not Admitted-Fee/PreQual/Technical Others-The submitted experience certificate does not fullfills the required criteria as per tender document. |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-The submitted EMD is not found in order. Valid NABL certificate not submitted. |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
6 Feb 2026, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ABHAY SINGH
EXECUTIVE ENGINEER (CIVIL-IV), LAKHWAR PROJECT-DAKPATHAR
Geotechnical investigations regarding construction of bridge over river Yamuna
2026_UJVN_91141_1
03/EE(CIVIL-IV)/LMP/2025-26
Open Tender
Civil Works - Bridges
Item Rate
90 days
LAKHWAR PROJECT
AS PER CLAUSES OF TENDER DOCUMENT
2 documents required · 2 mandatory
₹2,360
GENERAL MANAGER (CIVIL), UJVN LTD, LAKHWAR PROJECT
₹1 L
5 Mar 2026
22 Jan 2026
9 Feb 2026
22 Jan 2026
6 Feb 2026
27 Jan 2026
22 Jan 2026 - 24 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Drilling of Nx Dia bore hole up to a depth of 40 mts.Cost should include deployment of equipment, shifting of equipment’s complete in all respect, including all T&P, manpower etc. required for proper completion of work as per direction of E/I.. | - | Rmt. | 7,560 | - |
| 2 | Core recovery of samples from drilling holes. Cost should include supply of core boxes,deployment of equipment, shifting of equipment’s complete in all respect, including all T&P, manpower etc. required for proper completion of work inluding borehole log details as per direction of E/I.. | - | Rmt. | 2,160 | - |
| 3 | Laboratory Testing as per prevailling IS Codes/guidlines through NABL Accredited laboratory as follows:-
a) Grain size Analysis (Sieve & Hydrometer Analysis)
b)Atterberg’s Limits (liquid limit, plastic limit and shrinkage limit).
c) Natural Moisture content
d) Specific gravity, Bulk density & Dry density.
e) Consolidation test
f) Shear Test
g)Triaxial compression test (Unconsolidated undrained) for fine grained soils,
h) Unconfined compression test for cohesive soils
i) Direct shear test for coarse grained soils
j) Point load index Tests for Rock
k) Compression test of Rock
l) Water absorptions tests of Rock g) Corrected N value
including all T&P, manpower etc. required for proper completion of work including submission of test data and report as per direction of E/I. | - | Nos | 30,000 | - |
| 4 | Conducting Electrical Resistivity Tomography (ERT) test and submission of test data & report including all T&P, manpower etc. required for proper completion of work as per direction of E/I.. | - | Points | 1,70,000 | - |
| 5 | Conducting Seismic Refraction Tomography test and submission of test data & report including all T&P, manpower etc. required for proper completion of work as per direction of E/I.. | - | Points | 1,70,000 | - |
| 6 | Conducting Multichannel Analysis of Surface Waves (MASW) test and submission of test data & report including all T&P, manpower etc. required for proper completion of work as per direction of E/I.. | - | Points | 1,50,000 | - |
| 7 | For computation of earth pressure on the Piers/abutments/walls, the recommended values of C / Phi & Gama from samples, including all T&P, manpower etc. required for proper completion of work as per direction of E/I. | - | Nos | 33,000 | - |
| 8 | Submission of bearing capacity/ load carrying capacity at different depth with varying types of foundation (open/well/pile) and varying size/ diameter considering scour depth , and Liquefaction susceptibility assessment of each Pier/abutment location including all T&P, manpower etc. required for proper completion of work as per direction of E/I. | - | Job | 1,20,000 | - |
| 9 | Determination of following from rock samples:
a)Rock Quality Designation
b)Unconfined Compressive Strength
c)Rock Mass Rating
d)Water Absorption
e)Bearing Capacity
f)Erosion Susceptibility
and submission of test data & report including all T&P, manpower etc. required for proper completion of work as per direction of E/I.. | - | Nos | 30,820 | - |
| 10 | Preparation of Geotechnical Reports based on factual laboratory & site test data,borehole logs etc and its submission after vetting from premier Government institutes/organization, including all T&P, manpower etc. required for proper completion of work as per direction of E/I. | - | Job | 1,20,000 | - |
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