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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Finance 3 NEW TRIMURTY CO OP HOUSING SOCIETY INGOLE NAGAR WARDHA ROAD NAGPUR 440005 MAHARASTRA | NAGPUR | NAGPUR | MAHARASHTRA | 440005 | ₹6.4 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical 2 3 AMIT VIJAY APT CHSL KASTURBA CROSS ROAD NEAR BHANU PARK KANDIVALI WEST MUMBAI 400 067 | MUMBAI | MUMBAI | MAHARASHTRA | 400067 | - | - | Rejected-Technical As per enlcoseds sheet |
| Sl No | Description | Qty | Unit | BECQUEREL INDUSTRIES PVT. LTD. L1 |
|---|---|---|---|---|
| 1.00 | Conducting Detailed Survey of Building by Visual Inspection & recording physical measurements of building, preparation of plan drawings and marking of distressed areas with some quantification as approved by Engineer-in-charge. | 1,100 | P.Sqm of Plan Area | 80 ₹88,000 Lowest |
| 2.00 | Performing rebound hammer test as per IS:516 part-5 using equipment with digital display, on RCC surfaces by chipping and removing existing plaster or any other finish as may be, recording of minimum six readings at each point of observation with the identity of respective location including to make the test spot good by plaster repairing with 1:3 CSM as directed by Engineer-in charge. | 200 | Number of points of observation. | 450 ₹90,000 Lowest |
| 3.00 | Conducting Ultra pulse velocity test by preparing the surface of RCC structural members by chipping the plastered, surface/ finishing/ cladding to expose the concrete, smoothening the area using carborundum stone as per IS: IS:516 part-5 for direct and indirect both as per the site requirements including to make the test spot good by plaster repairing with 1:3 CSM as directed by Engineer-in charge. | 200 | Number of points of observation | 750 ₹1,50,000 Lowest |
| 4.00 | Performing Half-cell Potential Test as per IS:516 part-5 For Corrosion identification by preparing the structural members to expose the reinforcement steel, cleaning the area with blower/wire brush and carrying out test to measure the level of corrosion of reinforcement steel in the RCC member and recording of suitable data of corrosion intensity in rebars at respective locations including to make the test spot good by plaster repairing with 1:3 CSM as directed by Engineer-in charge. | 50 | Number of points of observation | 700 ₹35,000 Lowest |
| 5.00 | Conducting Carbonation test using phenolphthalein of specified concentration as per IS:516 Part-5, to identify the carbonation status of existing concrete at respective locations for each point of observation including chipping or drilling of mortar or concrete as required at site and make the test spot good by plaster repairing with 1:3 CSM and/or filling of core voids by cement concrete in 1:1.5:3 as directed by Engineer-in charge. | 30 | Number of points of observation | 1,000 ₹30,000 Lowest |
| 6.00 | Determination of Compressive strength of existing concrete through core cutting of 50 to 100mm dia as required including core extraction by selecting such locations so as to minimize the rebar damage in drilling by performing a prior check of availability of rebars using suitable electromagnetic induction type profometer. Further capping and lab testing as per IS:516 part-4 including filling of core voids by cement concrete in 1:1.5:3 as directed by Engineer-in charge to make the surface good. | 20 | Number of each core. | 2,500 ₹50,000 Lowest |
| 7.00 | Preparation of detailed structural audit report and issuance of Structural status certificate duly certified by registered Chartered Engineer and vetted by some Govt. Engineering College including but not limiting to following:
7.1 Interpretation and correlation of non-destructive test results with respective locations.
7.2 Indication of residual strength and concrete’s health at various locations of study area in respective drawings including corrosion level of reinforcement bars on the basis of HCP data.
7.3 Combined interpretation of all data generated by NDT and core cutting test results.
7.4 General Commentary on existing structural health of building parts covered in study.
7.5 Possible cause of distress and options available for restoration and rehabilitation.
7.6 Proposing remedial measures for further treatment and respective BOQs for the treatment as finalized by Engineer-in-charge. | 1 | L.S. | 1,94,000 ₹1,94,000 Lowest |
Tender Value
₹8.6 L
EMD Value
₹17,220
Closing Date
8 Oct 2025, 6:00 pmClosed
E.E. PWD City Dn - II,Jaipur
E.E. PWD City Dn - II,Jaipur
Structural Audit of BMRC and Central Medical Store Basement at SMS Hospital, Jaipur
2025_CEPWD_504041_1
Nit No 40 of 2025-26 C-2
Open Tender
Miscellaneous Works
Item Rate
45 days
Under Jurisdiction of City Dn - II
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Through E-Grass Challan City Dn-II Office ID 9084
₹17,220
16 Oct 2025
29 Sept 2025
9 Oct 2025
29 Sept 2025
8 Oct 2025
29 Sept 2025
Amount
Conducting Detailed Survey of Building by Visual Inspection & recording physical measurements of building, preparation of plan drawings and marking of distressed areas with some quantification as approved by Engineer-in-charge.
Performing rebound hammer test as per IS:516 part-5 using equipment with digital display, on RCC surfaces by chipping and removing existing plaster or any other finish as may be, recording of minimum six readings at each point of observation with the identity of respective location including to make the test spot good by plaster repairing with 1:3 CSM as directed by Engineer-in charge.
Conducting Ultra pulse velocity test by preparing the surface of RCC structural members by chipping the plastered, surface/ finishing/ cladding to expose the concrete, smoothening the area using carborundum stone as per IS: IS:516 part-5 for direct and indirect both as per the site requirements including to make the test spot good by plaster repairing with 1:3 CSM as directed by Engineer-in charge.
Performing Half-cell Potential Test as per IS:516 part-5 For Corrosion identification by preparing the structural members to expose the reinforcement steel, cleaning the area with blower/wire brush and carrying out test to measure the level of corrosion of reinforcement steel in the RCC member and recording of suitable data of corrosion intensity in rebars at respective locations including to make the test spot good by plaster repairing with 1:3 CSM as directed by Engineer-in charge.
Conducting Carbonation test using phenolphthalein of specified concentration as per IS:516 Part-5, to identify the carbonation status of existing concrete at respective locations for each point of observation including chipping or drilling of mortar or concrete as required at site and make the test spot good by plaster repairing with 1:3 CSM and/or filling of core voids by cement concrete in 1:1.5:3 as directed by Engineer-in charge.
Preparation of detailed structural audit report and issuance of Structural status certificate duly certified by registered Chartered Engineer and vetted by some Govt. Engineering College including but not limiting to following: 7.1 Interpretation and correlation of non-destructive test results with respective locations. 7.2 Indication of residual strength and concrete’s health at various locations of study area in respective drawings including corrosion level of reinforcement bars on the basis of HCP data. 7.3 Combined interpretation of all data generated by NDT and core cutting test results. 7.4 General Commentary on existing structural health of building parts covered in study. 7.5 Possible cause of distress and options available for restoration and rehabilitation. 7.6 Proposing remedial measures for further treatment and respective BOQs for the treatment as finalized by Engineer-in-charge.
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