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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical RESPONSIVE |
Tender Value
₹2.1 L
Closing Date
24 Mar 2026, 11:00 amClosed
EXECUTIVE ENGINEER PWD CONST DN JAIPUR
EXECUTIVE ENGINEER PWD CONST DN JAIPUR
Assessment of load carrying capacity of existing Ist and IIIrd Floor Data Center IT Building at Yojana Bhawan Jaipur
2026_CEPWD_547286_1
SINGLE SOURCE NIT 61/2025-26 EE PWD CONST DN JAIPUR
Single
Consultancy
Item Wise
3 days
JAIPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PWD CONST DN JAIPUR/ MD RISL BY EGRASS
Yes
22 Apr 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Conducting detailed survey of building by visual inspection & submission of preliminary report covering basement, Ground Floor , Ist Floor and IIIrd Floor area of State Data Center a. External faces, Column, Beam, Roof Slab areas. | - | Job | - | - |
| - | Rebound Hammer Test: Preparing the surface of RCC structural members such as beams, columns, labs etc. by chipping the plastered surface/finishing/cladding to expose the concrete, smoothening the area using carborundum stone all in terms of relevant IS code and conducting rebound hammer test all as per IS 13311-1992 (Part 2) or as directed by consultant including analysis of the test result& preparation of separate report for each building with observations and recommendations for remedial measures if any. Nos test to be done as per codel provision/site requirement provision. | - | Nos | - | - |
| - | UPV(UltrasonicPulseVelocity)Test:
Preparing the surface of RCC structural members such as beams, columns, slabs etc. by chipping the plastered surface/finishing/cladding to expose the concrete, smoothening the area using carborundum stone all in terms of relevantIS Code and conducting UPV all as per IS 13311-1992(Part1)or as directed by consultant including analysis of the test result & preparation of separate report for each building with observations and recommendations for remedial measures if any. | - | Nos | - | - |
| - | Half Cell Potential Test for Corrosion mapping:
Preparing the structural members as directed to expose the reinforcement steel, cleaning the area with blower/wire brush and carrying out half-cell potentiometer test for measuring the level of corrosion of reinforcement steel in the RCC member including analysis of the test result& preparation of separate report for each building with observations and recommendations for remedial measures if any. | - | Nos | - | - |
| - | Carbonation Depth Test:
Preparing the surface of RCC structural member such as beams, columns, slabs, water tank walls & slab etc. by chipping the plastered surface/finishing/cladding to expose the concrete, cutting etc. as per relevant code and conducting carbonation test at various depth as directed by consultant using phenolphthalein of Specified concentration to assess depth of carbonation including analysis of the test result & preparation of separatereport foreachbuilding with observations and recommendations for remedial measures if any. | - | Nos | - | - |
| - | Core Test (To be conducted if beam or roof slab shows any sign of distress):
Deciding the location by using “Rebar Locator/Cover Meter”and preparing the structural members as directed To expose the concrete, cleaning the area with blower/wire brush and taking out the concrete sample with cutter and testing as per standard specification Including analysis of the test result & preparation of separate report for each building with observations and recommendations for remedial measures, if any. | - | Nos | - | - |
| - | Rebar detection (ferroscan/ cover meter, Column, beam or slab | - | Job | - | - |
| - | Consultancy charges for preparation of Detailed structural audit report and issuance of Certificate regarding Structural Safety of the building for load carrying capacity of roof slab as wanted by client department.
The Detailed structural audit report should include:
a. The findings from detailed visual inspectin as in Item No. 1
b. Non-destructive test results
c. Structural analysis and load capacity evalualtion.
d. Suggestive method and Design and engineering proposing structural drawing to increase the load carrying capacity of existing floor if applicable. | - | Job | - | - |
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