Consultancy service for the work Provn of deficient Single JCOs Accn for HQ 98 Arty Bde at Mil Stn Gandhidham

Amount

M & L for carrying out soil investigation by Augur boring / rotary drilling method to carry out bore holes of 150mm dia in any type of soil/rock , and making trail pit size of 1.2m x 1.2m at 5m away from the bore hole, locating water table, conducting standard penetration test (SPT) as per IS specification at 1.00m interval / at every

change in strata including conducting following laboratory tests as specified in the IS of collected sample and preparation and submission of report in quadruplicate for the 15 mtr depth :- (i) Index properties of soil such as a grain size distribution moistur content, density, plasticity characteristics. (ii) Direct shear test/unconfined compression triaxial test to obtain the value of cohesion and angle of internal friction. (iii) Scope of investigation, exploration technique, soil profile, bore log etc. (iv) Recommended SBC at different depth of foundation (1.5m, 2.0m and 2.5m) and different size of foundations are:- (a) 1.50 x 1.50 M (b) 1.50 x 2.50 M (c) 2.00 x 2.50 M (d) 2.00 x 3.00 M (e) for raft foundation. (v) SBC and its calculation based on 'N' value, shear strength and settlement criteria. (vi) Ground water table. (vii) Expansive or problematic Soil and its properties if any.

(viii) Recommendation of type foundation for different structure including building for/double and multi storied construction. (ix) Chemical analysis of soil, if required, including recommendation and type of cement to be used for filling under floors and filling under protection including plinth. (x) Recommendation for filling under floors and filling under protection including plinth protection.

(xi) RL of the ground level/foundation level w.r.t. bench mark. (xii) Nature of each stratum and engineering properties of soil and rock which may effect design and mode of construction of proposed structures and their foundation. (xiii) Recommended SBC for all bore holes. (xiv) Photography record of testing.

(xv) Recommendation as regards possibility of liquefaction of soil. (xvi) Swelling pressure and swelling index in respect of BC Soil and its depth/layer. (xvii) Location of GWT peak monsoon (lowest) and peak summer (highest) period. (xvii) Possible corrosive effects of soil and water on foundation material. (xviii) Any other recommendation.

Design and preparation of architectural drawing, structural drawings, design of internal services, bill of quantities incl taking off quantities and abstract as per MES SSR 2020 and Yard Stick for the below list of buildings (S/S) :- (i) Single JCO's Accn with Open Car Garages - 2 Nos (ii) Single JCO's Accn with Open Scooter Garage - 1 No (a) Preparation of conceptual architectural drawings, minimum three proposals with latest architectural views in 3D (on latest AUTODESK software) with relevant details like plans, elevations, section, layout plan, etc. based on data and local architectural norms. The conceptual drawings shall be submitted in duplicate hard copies for approval of the Users and the Garrison Engineer (b) After approval of conceptual drawings, the Preparation of Architectural drawings including schedule of finishes, internal water supply and internal electric supply drawings incorporating required changes / modifications, and submit the same in four copies. The working drawings shall be on A1 or A0 size as required on standard scale and working details on standard scale as per requirements. The final drawings shall be got approved from the Garrison Engineer.

(c) Analysis and design of the structure as per latest IS codes in design software BIM (d) Preparation of structural drawings including all details in AUTOCAD including original prints in tracing papers A1 size and submission of 5 sets of ammonia prints /white prints and one set of drawings in soft copy, copied in CD (all drawings shall be drawn to a suitable scale and shall not be printed in 'fit to scale' mode. Scale shall be clearly mentioned in the drawings. The preferred scales are as follows: (i) Main Plan 1:100/150 (ii) Details of component 1 : 25 (iii) Minor details / cross-sections of columns and beams, etc. 1: 10 (iv) Vetting of design and drawings from IIT/NIT/ Govt Colleges scanned in PDF format (v) Submission of design folder (one set each of soft copy and hard copy), details of calculations, one hard copy of architectural and structural drawings, softcopy of all architectural drawings and structural drawings in AUTOCAD as well as soft copies of signed and certified drawings

(vi) After approval of architectural and structural drawings of the project, submission of final drawings in triplicate hard copy (1x tracing sheets) to be submitted to this HQ duly signed by an Authorised Architect of the Consultant . The rates quoted herein shall include the cost of any such drawings or rendering (e) The Consultant shall also visit the proposed site before carrying out design if required by him without any extra cost to the Department

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A2Z Infra Solutions Inc

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Shree Shyam Construction Co.

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