CONSULTANCY SERVICES FOR SOIL INVESTIGATION, PREPARATION OF ARCHITECTURAL DRAWINGS, STRUCTURAL DESIGN AND DRAWINGS INCLUDING ESTIMATES FOR CONSTRUCTION OF DEFICIENT 48 OR MARRIED ACCN AT COIMBATORE MILITARY STATION UNDER GE WELLINGTON

Consultancy services for preparation and submission of architectural drawing (Plan, section , elevation and service details) and structural design and structural drawings including estimate and yardstick for the following buildings (i) 48 Nos OR Married Accomodation (S+12)(04 DUs in each floor) — plinth area 5301.58sq. m and RCC terrace tank of capacity 25000 ltrs- 2 Nos for domestic purpose and fire fighting tank of minimum capacity 25500 Ltrs as per the details below. (ii) Garage at Ground floor and Family welfare centre in First floor (G+1) — plinth area 504.70sq. m, as per the details below (iii) Pump house cum panel room (Single storey) — plinth area 60.00 sq. m, as per the details below Notes: (i) Preparation of Architectural design and detailed tender/ working drawings including all architectural drawings, schedule of finishes, internal electrical and water supply services suitable for issue of Lump sum tender for given site, plinth area and specifications shall be prepared in adherence to the provisions of National Building Code, IS Codes, Scales of Accommodation for Defence Services - 2022 and other standard architectural and engineering practices/ norms. (ii) Consultancy Services for Structural Design and prepration of Structural drawings including detailing of reinforcement of bars, size of bars etc.,shall be prepared using Software of STAAD PRO V8i/ STADD Foundation advance using 3D Space Model etc., as per terms and conditions and scope of work given in tender documents. (iii)Design shall be done for following buildings post preparation and approval of Architectural drawings by Accepting officer

Preparation and submission of 3D architectural walk-through model of the proposed building, including detailed 3D modelling of the exterior and interior spaces based on approved architectural drawings, incorporating building elevations, façade treatment, doors, windows, flooring, wall finishes, ceilings, staircases, corridors and other architectural features, as applicable; including preparation of realistic rendered views, camera path planning and animation for virtual movement through the building, suitable lighting, textures, materials, landscaping and site development features, wherever shown in the approved drawings, and compilation of the final walk-through animation in high-resolution digital video format, together with still rendered views and source/model files, complete in all respects complete all as specified and as directed.

(j) Photographic record of Geo-Exploration as well as testing shall also form part of the report. (k) Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose/ uncomacted sandy soil. (l) Swelling index and swelling pressure in respect of Black Cotton soil and its depth / layer. (m) Depth of ground water table (maximum and minimum) (n) Recommendation for filling under floors. (o) Details of soil profile and bore logs (p) Any other recommendations. Note: (i) The rate quoted shall be inclusive of hiring and mobilisation of drilling equipments, instruments, plant and any other necessary articles/ equipments as per site requirement etc. (ii) It is to be noted that if hard rock is encountered at an early depth then bore shall be drilled for a further depth of 600 mm and if hard rock starta continues to exist till such depth then no further boring is required. However, if hard rock starta is not found for a continuous depth of 600 mm, then boring shall be done upto the full depth as specified herein before.

15m depth

10m depth

Excavation of trail pit of size 1.2m x 1.2m x 3.0m depth in any type of soil complete all as specified and directed.

Submission four copies of Analysis of field and laboratory tests results as per the relevant IS Code from ser No 02 to 04 above and Preparation of Geotechnical Report with appropiate foundation Recommendations with NABL Certification (National Accreditation ISO: 17025: 2005 Certified report) and with seal & Signature of Authorized Sr. Geotechnical Consultant.