CONSULTANCY WORK FOR PROVN OF GUARD ROOM AT MAIN GATE ALONGWITH TOILET AND BATHROOM FOR GUARD AT ENGR REGT (TA) UNDER GE (ARMY) VADODARA

Amount

Soil investigation : Conducting of soil investigation (Bore hole) as per IS : 1892-1997 by manually/hydraulic/calax rotary drilling of 100mm diameter with casing pipe /bentonite slurry if required, for supporting inner collapsible stratum below water table with pot holes/helical auger in all sprts of soil upto depth of 6.00mtr (expect soft soil/boulder/soft to hard rock) or up to the depth of refusal (N>50). Conducting standard penetration test (SPT) at regular interval and submit the SBC report. Submission of proper analytical and graphical report with detail calculation and design of soil bearing capacity soil bearing pressure type of foundation tec as per codal provision.

Note : Submission of three copies of ink signed test report with detailed description of field investigation of test results.grains size distribution curves, compressive index curves site. The SBC of the soil is required to be given as per following table calculation of bearing capacity will be governed generally as per IS 8009(Pt-I) 1976, IS 2720(Pt-II) 1980 IS 6403-1981, IS1904-1986& IS 1080-1985 and other relevant IS. Codes and detailed calculations duly showing the various soil parameter/indices shall be given in the soil report :- Wtih every site soil investigation report a detailed site plan showing the approx location of each bore duly numbered as per log of bore should be inclosed. Location of foundation of adjacent structure, especially those that might be impacted by the proposed construction should indicated with details in site plan, Photographic record of geo-exploralions as well as testing shall also form part of the reprt. All pages of the soil investigation report shall be serialy numbered, stamped and singned by the agency carrying out the soil investigation report. Locaiton of site shall be shown by engineer -in charg. It is proposed to consturct 01 bldg single story with total plinth area of apprx 120 sqmtr and hieght 3.20 mtr RCC frame sturcture with RCC roof. Geo technical investigation report should recommed type to foundaton ( Isolated/combined footing/raft footing etc).

Structure services" Based on approval architecture drawing (will be provided by GE (A) Baroda), structural design and drawings shall be prepared for all the above listed buildings duly incorporated with all the details and submitted in two phases (Preliminary and final drawings) final submission of all the approved structural drawings with supported by relevant design data (STAAD) in A1 size hard (03 sets) and soft copy(in CD) for all the required category of buildings in desired configuraion and design to be approved from CWE Ahmedabad. Proof checking and vetting Proof checking from IIT/NIT/ Govt institute and submission of all structural drawings as per lastest Indian standard codes & practice.

Detailed estimate : Preparation and submission of detailed estimate with supporting details as per the approved architectural, structural drawings as per standard MES practices and MES SSR 2020 pattern along with market rate analysis (Quantity of each material shall be worked out) in A-1 size (04 sets) and soft copy in CD complete all as specified and directed by Engineer-in-charge. Total No of 4 Copies to be submitted. (Note:- Payment of detailed estimate as per SSR 2020 of rate analysis on market rate shall made after finalization from AGE (Contract) of Contract Section (E-8 Section).

A2Z Infra Solutions Inc (BID ID -3201053)