CONSULTANCY SERVICES FOR ADDN ALTERATION TO MAIN GATE AT CGRA KUNJAITHBAIL, PROVISION OF TWO SECURITY GATES ALONG WITH LIGHTS AT ICGAE, PROVISION OF LIFT FOR TYPE V MD ACCN AT CGRA KUNJAITHBAIL, PROVISION OF LIFT AT CG DHQ 3 ADMIN BUILDING NEW MANG

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SCH A PART-I [ADDN ALTERATION TO MAIN GATE AT CGRA KUNJAITHBAIL] (i) Architectural Services:- Preparation of complete conceptual plans and site plan in hard and soft copy. (ii) Structural Services :- Structural design and drawings duly incorporated with all the details, final submission of all the approved structural drawings with supported by relevant design data(STAAD File) in all size in hard and soft copy for all the category of buildings in desired configuration. (iii) Proof Checking and Vetting:- Vetting from Government Engineering College and submission of all structural drawings as per latest Indian standard codes and practice

SCH A PART-II [PROVISION OF TWO SECURITY GATES ALONG WITH LIGHTS AT ICGAE] (i) Architectural Services:- Preparation of complete conceptual plans and site plan in hard and soft copy. (ii) Structural Services :- Structural design and drawings duly incorporated with all the details, final submission of all the approved structural drawings with supported by relevant design data(STAAD File) in all size in hard and soft copy for all the category of buildings in desired configuration. (iii) Proof Checking and Vetting:- Vetting from Government Engineering College and submission of all structural drawings as per latest Indian standard codes and practice

SCH A PART-III & IV [PROVISION OF LIFT FOR TYPE V MD ACCN AT CGRA KUNJAITHBAIL AND PROVISION OF LIFT AT CG DHQ 3 ADMIN BUILDING NEW MANGALORE] (i) Architectural Services:- Preparation of complete conceptual plans and site plan in hard and soft copy. (ii) Structural Services :- Structural design and drawings duly incorporated with all the details, final submission of all the approved structural drawings with supported by relevant design data(STAAD File) in all size in hard and soft copy for all the category of buildings in desired configuration. (iii) Proof Checking and Vetting:- Vetting from Government Engineering College and Lift manufacturer along with submission of all structural drawings as per latest Indian standard codes and practice

SCH A PART-V [PROVISION OF SINGLE OFFICERS ACCN FOR CGAOT AT BANGALORE] (i) Architectural Services:- Preparation of complete conceptual plans, architectural drawings(Elevation, Sections and Schedule of finishes) and site plan. The drawings will cover detailed working drawings with reference to technical, architectural and functional requirements in soft and hard copy. (ii) Structural Services :- Structural design and drawings duly incorporated with all the details, final submission of all the approved structural drawings with supported by relevant design data(STAAD File) in all size in hard and soft copy for all the category of buildings in desired configuration. (iii) Detailed Estimate:- Preparation of detailed estimate and yardstick as per the approved architectural, structural drawings as per MES SSR 2020 pattern alongwith rate analysis complete all as specified and directed, (iii) Proof Checking and Vetting:- Vetting from Government Engineering College and Lift manufacturer along with submission of all structural drawings as per latest Indian standard codes and practice

SCH A PART-VI [PROVISION OF TRAINING SHED AT CGDHQ 3 NEW MANGALORE ] (i) Structural Services :- Structural design and drawings duly incorporated with all the details, final submission of all the approved structural drawings with supported by relevant design data(STAAD File) in all size in hard and soft copy for all the category of buildings in desired configuration. (ii) Proof Checking and Vetting:- Vetting from Government Engineering College and Lift manufacturer along with submission of all structural drawings as per latest Indian standard codes and practice

SCH A PART-VII [PROVISION OF EXTENSION OF PRESENT CG DISPERSAL FOR FACILITATING ADDITIONAL AIRCRAFT PARKING AREA AT CGAE(GOA)] PART-I PART-I :- MOBILIZATION & DEMOBILIZATION 1. Making necessary arrangement Mobilization & Demobilization of equipment tools & plant, personnel etc. required for soil investigation and their removal after satisfactory completion of work, in land including slushy areas. 2. Shifting of entire arrangement from one bore to another bore hole location and setting of boring/drilling rig as required .

PART-II :- FIELD TESTS 3. Boring 100-150 mm dia bore holes to any type of soil/Rock to a depth of 15M below the ground level by using rotary drill method in terms of IS:1892 (Min 3.0 M in rock if rock is encountered during any of the boring, accordingly bore depth may go up, but not less than as mentioned for each type of bore). 4. Collection of undisturbed soil sample (UDS) at 3.0m intervals or at any change of stratas in 100 mm bore thin walled tube including waxing, sealing, packing, and transporting to the lab . 5. Carrying out Standard Penetration Test (SPT) including collection of disturbed soil samples in bore holes at every 1.50M depth or any change of strata and submit the report with all requisite data 6. Collecting water samples from all Bore holes. 7. Excavation of trial Pit of size 1.2m x 1.2m x Depth of foundation for carrying our soil classification as per IS code, specify the location of water table, detemine the influence of ground water seepage on Structure if available determine whether fill material is present at the site or not and specify its depth it exists etc. (No of Pit-01)

PART- III: LABORATORY TESTS as per IS: 1892 8) Conducting necessary (laboratory) tests on all collected samples which includes the determination of: (a) Atterburg limits. (b) Natural moisture content. (c) Wet and dry density. (d) Soil/Particle size using sieve hydrometer analysis. (e) Tri-axial shear test C&D. (f) Shrinkage limit. (g) Consolidation test. (h) Crushing strength of rock samples,degree of weathering(CR Value) and ROD of rock samples. (j) Permeability test (k) Chemical analysis on Soil samples (l) Chemical analysis on Water samples (m) Standard and Modified Protocor's density test (n) Vane shear test (o) Salinity test (p) Grain size analysis, identification & classification of soil. (q) Liquid limit, plastic limit, shrinkage limit, plasticity index (r) Shear Parameters (C- Phi Analysis) (s) Depth of Water Table below Ground Level

SCH A PART-VII [PROVISION OF EXTENSION OF PRESENT CG DISPERSAL FOR FACILITATING ADDITIONAL AIRCRAFT PARKING AREA AT CGAE(GOA)] [PART-II] 1. Conducting Field determination of Modulus of Subgrade reaction (K- Value) of soil as per IS 9214. Load Dumper of 16T all as per direction of Engr-in- Charge . 2. Conducting Core cut test method ( site measurement) of existing dispersal . . 2.1. Standard Proctor Test 2.2. Modified Proctor Test

Mobilization and demolization of tools/equipments and personnel required to execute the job incl lodging and boarding expenses.

Submit the repoert by completing and analysis of laboratory and fields test results along with detailed recommendation duly vetted by IIT/NIT/Govt Engg. College with supporting documents

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