Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC 2 3 AMIT VIJAY APT CHSL KASTURBA CROSS ROAD NEAR BHANU PARK KANDIVALI WEST MUMBAI 400 067 | MUMBAI | MUMBAI | MAHARASHTRA | 400067 | ₹4.9 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹5.6 L+₹73,800 (15.1%)Rejected-Finance 203 ELECON CHAMBER ANDHERI KURLA ROAD VILLAGE TOWN NEAR SAKINAKA TELEPHONE EXCHA CITY ANDHERI EAST MUMBAI MAHARASHTRA 400072 INDIA | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | ₹5.6 L+₹73,800 (15.1%) | L2 | Rejected-Finance Rejected being other than lowest |
| 3 | L3₹8.8 L+₹3.9 L (79.9%)Rejected-Finance PLOT NO 626 627 GIDC BEHIND GANGOTRI DIARY PORBANDAR 360 577 | PORBANDAR | GUJARAT | 360577 | ₹8.8 L+₹3.9 L (79.9%) | L3 | Rejected-Finance Rejected being other than lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Approved |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Approved |
| Sl No | Description | Qty | Unit | B J MEHTA ARCHITECTURAL AND STRUCTURAL CONSULTANTS PVT.LTD. L1 | K K Construction Co L3 | Capstone Consultants Private Limited L2 |
|---|---|---|---|---|---|---|
| 1.01Inspection and testing Non-Destructive Test (NDT Test) of buildings by site visit at each building location, investigating different part of buildings, preparation of preliminary data, conducting tests and formulating building wise test result and suggesting retrofitting/remedial measures and submission of report (in quadruplicate) with recommendation for strengthening of building with detailed drawings and BOQ (for repairing) or recommendation for demolition if not found structurally sound. | ||||||
| 1.02Rebound Hammer Test (RHT): - Test for determining the estimated compressive strength of concrete and uniformity of concrete in terms of surface hardness as per IS 13311(Part-2):1992, ASTM C 805-02, BS 6089:1981 and BS 1881: Part-202 :1986, BS EN 13791-2019; establishing correlation between rebound hammer and other confirmatory test for estimated in-situ strength of concrete as required and as directed. | ||||||
| 1.03Ultrasonic Pulse Velocity Test (UPVT): - For ascertaining the quality, soundness and density of concrete, uniformity of concrete in terms of density as per IS 13311 (Part-I) : 1992, ASTM C 597-83, BS 6089:1981 and BS 1881 : Part-203 and BS EN:13791, all as specified and directed. | ||||||
| 1.04pH Value and Carbonation Test: - Measurement of pH valve and carbonation depth by phenolphthalein spray indicator test at selected location of RCC members of the structures covered under the study to see the carbonation depth, cover depth shall also be measured to check the intensity of carbonation attach of steel, all as specified and directed. | ||||||
| 1.05Cover Meter Scanning or Rebar scanning Test: - Conducting cover meter test to locate the Re-bar alongwith its diameter at specified location of building under study as per standard engineering practice with latest available tools all as specified and directed. | ||||||
| 1.06Stone Masonry:- Visual examination, microscopical examination of mortar, compressive strength and water absorption of mortar, mortar soluble salts content, and chemical analysis of mortar. | ||||||
| 1.07Core Cutting and Compression Test: - By extracting the concrete core samples with portable power driven core cutting equipment at selected locations from RCC members of the structures covered under the study and performing compression test in the laboratory for evaluating the properties like characteristic strength and grade of concrete from the core samples selected as per IS 456 : 2000, is 516 : 1959, IS 1199 : 2002, ASTM C-42, without encountering any steel reinforcement. | ||||||
| 1.08Structural Stability Analysis: - To examine the structural deficiencies and assess overall structural stability of the structure by using the results of NDT and other tests listed above and recommend the suitablility/feasibility of usage of structure for intended use and its remaining life. | ||||||
| 1.09Report, Inspection and Recommendation: - Preparing and submitting comprehensive report consisting of findings from visual inspection, test data interpretations of results, conclusions and final recommendations on structural stability of building along with sketch indicating the location of the test carried out in properly bound copies. The report should bring out the useful remaining life of structure for usage and recommend rehabilitation if required. | ||||||
| 1.10Submission of NDT testing reports, structural strengthening recommendation and methodology and structural stability certificate including all the above items for the following :- | ||||||
Tender Value
₹9.6 L
EMD Value
₹19,180
Closing Date
14 Apr 2026, 6:00 pmClosed
CWE JAIPUR
Military Engineer Services, HQ Commander Works Engineer, KalyanMarg, Banipark, Jaipur-06
STRUCTURAL AUDIT OF BLDG IN ZONE-I AREA UNDER AGE B/R-I OF GE JAIPUR AT JAIPUR MIL STN
2026_MES_757542_1
82547/JPR/E8
Open Tender
Civil Works
Item Rate
120 days
GE JAIPUR
AS PER NIT
6 documents required · 6 mandatory
₹500
GE JAIPUR
₹19,180
Yes
HQ CWE JAIPUR
5 Jun 2026
24 Mar 2026
16 Apr 2026
24 Mar 2026
14 Apr 2026
8 Apr 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Inspection and testing Non-Destructive Test (NDT Test) of buildings by site visit at each building location, investigating different part of buildings, preparation of preliminary data, conducting tests and formulating building wise test result and suggesting retrofitting/remedial measures and submission of report (in quadruplicate) with recommendation for strengthening of building with detailed drawings and BOQ (for repairing) or recommendation for demolition if not found structurally sound. | - | - | - | - |
| 1.02 | Rebound Hammer Test (RHT): - Test for determining the estimated compressive strength of concrete and uniformity of concrete in terms of surface hardness as per IS 13311(Part-2):1992, ASTM C 805-02, BS 6089:1981 and BS 1881: Part-202 :1986, BS EN 13791-2019; establishing correlation between rebound hammer and other confirmatory test for estimated in-situ strength of concrete as required and as directed. | - | - | - | - |
| 1.03 | Ultrasonic Pulse Velocity Test (UPVT): - For ascertaining the quality, soundness and density of concrete, uniformity of concrete in terms of density as per IS 13311 (Part-I) : 1992, ASTM C 597-83, BS 6089:1981 and BS 1881 : Part-203 and BS EN:13791, all as specified and directed. | - | - | - | - |
| 1.04 | pH Value and Carbonation Test: - Measurement of pH valve and carbonation depth by phenolphthalein spray indicator test at selected location of RCC members of the structures covered under the study to see the carbonation depth, cover depth shall also be measured to check the intensity of carbonation attach of steel, all as specified and directed. | - | - | - | - |
| 1.05 | Cover Meter Scanning or Rebar scanning Test: - Conducting cover meter test to locate the Re-bar alongwith its diameter at specified location of building under study as per standard engineering practice with latest available tools all as specified and directed. | - | - | - | - |
| 1.06 | Stone Masonry:- Visual examination, microscopical examination of mortar, compressive strength and water absorption of mortar, mortar soluble salts content, and chemical analysis of mortar. | - | - | - | - |
| 1.07 | Core Cutting and Compression Test: - By extracting the concrete core samples with portable power driven core cutting equipment at selected locations from RCC members of the structures covered under the study and performing compression test in the laboratory for evaluating the properties like characteristic strength and grade of concrete from the core samples selected as per IS 456 : 2000, is 516 : 1959, IS 1199 : 2002, ASTM C-42, without encountering any steel reinforcement. | - | - | - | - |
| 1.08 | Structural Stability Analysis: - To examine the structural deficiencies and assess overall structural stability of the structure by using the results of NDT and other tests listed above and recommend the suitablility/feasibility of usage of structure for intended use and its remaining life. | - | - | - | - |
| 1.09 | Report, Inspection and Recommendation: - Preparing and submitting comprehensive report consisting of findings from visual inspection, test data interpretations of results, conclusions and final recommendations on structural stability of building along with sketch indicating the location of the test carried out in properly bound copies. The report should bring out the useful remaining life of structure for usage and recommend rehabilitation if required. | - | - | - | - |
| - | Submission of NDT testing reports, structural strengthening recommendation and methodology and structural stability certificate including all the above items for the following :- | - | - | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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
Tendernotice_1.pdf
PDF • 0.39 MB
TENDERDOCUMENTS.pdf
Tender Documents • 0.53 MB
BOQ_848560.xls
BOQ • 0.33 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 .