STRUCTURAL AUDIT OF CERTAIN BUILDINGS AT BRD AF STN PALAM UNDER GE (AF) GURGAON NO.1

Amount

Consultancy for carrying out Structural Audit of varius buildings (Building Number listed in Sch'A' Notes). Structural Audit will be carried out through following tests :-

Rebound hammer test:- Test for determining the estimated compressive strength of concrete and uninformiliyt of concrete in terms of surface hardness as per IS 13311 (Part-2)-1992. ASTM C 805-02 BS 6089: 1981 & BS1881: Part-202 BSEN 13791. Also establishing correlation between rebound hammer & other confirmatory test for estimated in-situ strenght of concrete if required all as directed.

Ultrasonic pulse velocity test:- For ascertaining the quality, soundness & denisity of concrete, uninfomity of concrete in terms of denisity as per IS 13311 (Part-I) 1992 ASTM C 597-83, BS 6089. 1981 & BS 1881: Part 203 & BSEN: 13791 complete all as specified and directed.

Cover meter scanning or Rebar scanning test :- Conducting cover meter test to locate the Re-bar along with its diameter at specifed location of building under study as per standard engineering practice with latest avaiable tools all as specified and directed.

Structural Stability Analysis for all bldgs:- To examine the structural deficiencies and assess overall structural stability of the structure by using the results of NDT and other tests listed above & recommend the suitabily/feasibily of usage of structure for intended use and its remaining life.

Report, Interpretation & Recommendation:- Preparing & submitting comprehensive report consisitng of findings from visual inspection, test data interpretations of results, conclusions & final recommendations on structural stability of building along with sketch indicating the location of the test carried out in four copies duly binded properly. The report should bring out the useful remaining life of structure for usage as school building & recommend rehabilitation if required.

Note for item No. 1.01 to 1.08: (i) Final report shall be vetted & certified by IIT/Delhi Institute of Technology/Govt Engineering College in Delhi for Structural soundness & stability/feasibility. (ii) Explore the feasibility for strengthening the bldg structure & offer recommendation. (iii) Rate quoted are deemed to be inclusive of any other test required for assessing the structural soundness of the building complete all as specified and directed by GE (iv) Nothing extra shall be paid on this account. (v) Rates quoted are inclusive of all Taxes, Transport, Tools & Plants Skiled/Unskilled Manpower and Lab Charges required for completion of the work.

Carry out soil investigation by SPT/DCPT method upto 15 meter depth of refusal as per IS code complete all as specified and directed.

Carry out plate load test using 30x30cm plate as per IS 1881 complete all as specified and directed.

Note for item No. 1.10 to 1.11: (i) Report of Test & calculation of soil bearing capacity including comprehensive report duly signed complete all as specified. (ii) Location of test site will be as per direction of Engineer-in-Charge.

M/S. BECQUEREL INDUSTRIES PVT. LTD.

KBP CIVIL ENGINEERING SERVISES

Renuka Consultants