Construction of Boundary wall front and left side of STC BSF Indore MP SH Structural design Soil testing and Geographical survey

Amount

Preparation and submission of structural design work of Boundary wall with Foundation, plinth beam, band beam and coping. Elevation of boundary wall shall be approved by client Department. All as per latest Indian codal provision, submission of final design calculation including vetting of these structural drawings from any of the institute as per conditions of NIQ and submission of duly vetted 5 printout and soft copy in Pen drive (Each) of final structural drawing all complete as per conditions of work Order and as per Direction of Engineer- in-charge The Design and drawings shall be checked by the competent authority and the designer shall have to incorporate all such instructions by him and engineer-in charge, if any. The work shall be done in consultation with the Engineering-charge. The lead structural designer or his qualified representative shall make themselves available for meeting/discussions with Commandant (works) FHQ BSF New Delhi & DC (Works) CSWT BSF Indore as and when required on the matter of design and drawing.

The bidder shall submit, duly signed by his lead structural designer, 8 (eight) sets of final drawings on A1 size along with the original tracing for record. Before submitting the final drawings, the consultant shall discuss the loading to be adopted for modelling of structure and develop the model and get concurrence for final analysis form Commandant (works) FHQ BSF New Delhi. On the basis of final analysis the agency shall prepare the structural drawings and submit one set for getting approval from Commandant (works) FHQ BSF New Delhi for preparing final drawing. The detailed design calculation, analysis design data, Check, print and structural drawings may be got vetted/proof check from specialized instructions viz. IIT, Indore, IIT Indore, and NIT Bhopal or any Govt Engineering Institution. The consultant shall be required to prepare and submit all the necessary details as required by the vetting/proof checking agency and shall make his personal available for such meetings/discussions as required. Vetting / Proof checking fee shall be borne by the consultant. Notwithstanding the approval of competent authority to the drawings, the individual/firm shall be responsible for the correctness and safety of design and detailing. 1. Boundary wall 2.40 mtr height and concertina coil Mtr on structural steel with barbed wire approx.0.75 mtr showing all relevant structural details including columns, foundations, plinth beams, tie beams, level difference and expansion joint and fixing arrangement for concertina wires provisions etc complete Nature of structures : RCC column, Beam and brick wall. Length of wall : 3115 Metres (Approx.)

Carrying out standard penetration test (SPT) in soil up to 06.00 meter depth or up to refusal (N>100) whichever is earlier as per IS:2131 1981 and collection of undisturbed and disturbed soil samples at every 1.5 meter intervals alternatively for determination of safe bearing capacity of soil i/c laboratory tests viz. Sieve analysis, Atterberg limit, Direct shear test, Bulk density, Dry density, Moisture content, Specific gravity, Preparation of report ilc analysis of test result and recommendations of foundation calculation of SBC etc.

Topographical Survey Work: - carryout Land Survey Boundary wall 3.2Km long and 2.4m high (approx. plot area 10900 Sqm) with DGPS' and submission of following details (a) Level Sheet of the area with block levels at 01 m x 01 m intervals with 1m contour interval (b) Existing structures including trees and shrubs. (C) Marking the Layout of proposed boundary wall.

GST @ 18% on item No 1to3

Construction & Design Associates