STRUCTURAL CONSULTANCY SERVICES FOR THE WORKS DEMOLITION/ RECONSTRUCTION OF WATCH TOWER NO 3 AT MO V

Amount

(1) (a) Structural consultancy job for subject work. Ground floor (a) Rest Room - 3m x6.95m = 20.85 Sqm (ib) Toilet - 1.85m x 1.48m = 2.738 Sqm. (c) Bathroom - 1.85m x 1.20m = 2.22 Sqm (d) Ent Lobby - 2.70m x 2.50m = 6.75 Sqm (e) Staircase portain - 2m x 3.475m = 6.95 Sqm First floor (a) Guard Room - 2.70m x 2.50m = 6.75 Sqm (b) Staircase - 2.00m x 3.474M = 6.94 Sqm Second Floor (a) Guard Room - 2.70m x 2.50m = 6.75 Sqm (b) Height of watch tower from GL -9.83m (i) Scrutiny of soil investigation report and reporting inconsistencies if any. Site visit for understanding topography and othe features critical to structural design. Submission of FEM Model using design software STAAD PRO connect Edition Version 22.10.0.153 (latest version or higher) with load chart for entire Structural componets and DBR for approval. (ii) Preparation of tables reflecting forces and moments all members agisnt all load combinations as applicable for limit state of strength and limit state of serviceability. Grouping the members optimally and designing individual group for limit state of stength and limit state of serviceability. Submission of Structural drawings and complete design folder containing structural analysis and design calculations in respect of entire structural componets viz. foundation , walls, columns beams, slabs etc. The structural drawings shall be signed by competent structural Engineer duly

reflecting his/her qualifications, designation, address etc. The structural drawings and design folder shall be vetted by IIT/NIT/Andhar University. The vetting shall be done by structural Engineering faculty duly reflecting his/ her qualifications. The vetted documents shall be affixed with Institution seal apart from faculty seal. (iii) Incoporation of amendments in structural drawing as and when poined out with missing details mathces/ inconsistences up to a period of 3 years from the date of completion of consultancy job including submission of vetting of amendments by the original vetting institution in case of major structural Alterations. (B) Preparation and submission of self-sufficent detailed Architectural drawing in auto CAD for the building mentioned in Col. 2 as per sound architectural practices/ as per NBC Norms/ Zonal Specifications and as per approved conceptua) lineplans plans shall be of. (a) RCC Framed structure (b) Roof shall be of RCC. (c) Wall shall be of 200 th PCC block mascnry, partition wall shall be of 100th PCC block masonry (d) Plinth height 900 mm & ceilling height shall be as per draft drawing enclosed. (e) Flooring shall be of PCC & finishes as per schedule of finishes/ as approved/ as directed.

D2D ENGINEERS